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You searched for subject:(Textile reinforced concrete TRC ). Showing records 1 – 30 of 10928 total matches.

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University of Waterloo

1. Azam, Rizwan. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.

Degree: 2016, University of Waterloo

 Extensive research has been conducted on strengthening of shear-critical reinforced concrete (RC) beams, particularly using fiber reinforced polymer (FRP) strengthening systems. This previous research has… (more)

Subjects/Keywords: Shear strengthening; Reinforced Concrete; Fiber Reinforced polymer (FRP); Fabric reinforced cementitious mortar (FRCM); Textile-reinforced concrete (TRC)

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Azam, R. (2016). Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10751

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Azam, Rizwan. “Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.” 2016. Thesis, University of Waterloo. Accessed May 26, 2019. http://hdl.handle.net/10012/10751.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Azam, Rizwan. “Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.” 2016. Web. 26 May 2019.

Vancouver:

Azam R. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2019 May 26]. Available from: http://hdl.handle.net/10012/10751.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Azam R. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10751

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

2. Nguyen, Thanh Hai. Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures.

Degree: Docteur es, Génie civil, 2015, Université Claude Bernard – Lyon I

Dans le domaine du renforcement et/ou de la réparation des structures en béton armé par des matériaux composites à l'aide de la méthode du collage… (more)

Subjects/Keywords: Comportement thermomécanique; Haute température; Composite carbone/ époxy (Carbon Fiber Reinforced Polymer - CFRP); Composite textile/mortier cimentaire (Textile Reinforced Concrete - TRC); Adhésif structural; Isolant thermique; Thermo-mechanical behavior; High temperature; Carbon/epoxy composite (Carbon Fiber Reinforced Polymer-CFRP); Textile/cementitious mortar composite (Textile Reinforced Concrete - TRC); Structural adhesive; Thermal insulator; 624

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APA (6th Edition):

Nguyen, T. H. (2015). Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures. (Doctoral Dissertation). Université Claude Bernard – Lyon I. Retrieved from http://www.theses.fr/2015LYO10244

Chicago Manual of Style (16th Edition):

Nguyen, Thanh Hai. “Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures.” 2015. Doctoral Dissertation, Université Claude Bernard – Lyon I. Accessed May 26, 2019. http://www.theses.fr/2015LYO10244.

MLA Handbook (7th Edition):

Nguyen, Thanh Hai. “Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures.” 2015. Web. 26 May 2019.

Vancouver:

Nguyen TH. Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures. [Internet] [Doctoral dissertation]. Université Claude Bernard – Lyon I; 2015. [cited 2019 May 26]. Available from: http://www.theses.fr/2015LYO10244.

Council of Science Editors:

Nguyen TH. Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil : Contribution to the study of thermo-mechanical behavior at very high temperature of composite materials for the reparation and/or the reinforcement of civil engineering structures. [Doctoral Dissertation]. Université Claude Bernard – Lyon I; 2015. Available from: http://www.theses.fr/2015LYO10244

3. Bui, Thi Loan. Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions.

Degree: Docteur es, Génie civil, 2014, Université Claude Bernard – Lyon I

 Les présents travaux, à caractère numérico-expérimental, visent à approfondir la connaissance relative au comportement de murs maçonnés, principalement ceux renforcés par matériaux composites vis-à-vis de… (more)

Subjects/Keywords: Murs maçonnés renforcés; Matériaux composites; FRP; TRC; Comportement dans le plan; Modélisation; Reinforced masonry walls; Composite material; FRP; Textile reinforced concrete; In-plane behavior; Modeling; 624

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APA (6th Edition):

Bui, T. L. (2014). Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions. (Doctoral Dissertation). Université Claude Bernard – Lyon I. Retrieved from http://www.theses.fr/2014LYO10133

Chicago Manual of Style (16th Edition):

Bui, Thi Loan. “Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions.” 2014. Doctoral Dissertation, Université Claude Bernard – Lyon I. Accessed May 26, 2019. http://www.theses.fr/2014LYO10133.

MLA Handbook (7th Edition):

Bui, Thi Loan. “Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions.” 2014. Web. 26 May 2019.

Vancouver:

Bui TL. Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions. [Internet] [Doctoral dissertation]. Université Claude Bernard – Lyon I; 2014. [cited 2019 May 26]. Available from: http://www.theses.fr/2014LYO10133.

Council of Science Editors:

Bui TL. Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan : Contribution to the study of masonry walls renforced by composite materials (FRP et TRC) under to in-plane loading conditions. [Doctoral Dissertation]. Université Claude Bernard – Lyon I; 2014. Available from: http://www.theses.fr/2014LYO10133

4. Παπαντωνίου, Ιωάννης. Πειραματική διερεύνηση στοιχείων σκυροδέματος επί/εντός προκατασκευασμένων τύπων από ινοπλέγματα ανόργανης μήτρας.

Degree: 2007, University of Patras

Η εργασία αυτή αποτελείται από επτά κεφάλαια: Στο Πρώτο κεφάλαιο γίνεται μια πρώτη γνωριμία με τα Ινοπλέγματα Ανόργανης Μήτρας. Συγκεκριμένα γίνεται αναφορά στις ιδιότητες και… (more)

Subjects/Keywords: Σκυρόδεμα; (Ινοπλέγματα ανόργανης μήτρας; Ινοπλισμένα πολυμερή; 620.137; Concrete; Textile reinforced concrete (TRC)

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APA (6th Edition):

Παπαντωνίου, . (2007). Πειραματική διερεύνηση στοιχείων σκυροδέματος επί/εντός προκατασκευασμένων τύπων από ινοπλέγματα ανόργανης μήτρας. (Masters Thesis). University of Patras. Retrieved from http://nemertes.lis.upatras.gr/jspui/handle/10889/1447

Chicago Manual of Style (16th Edition):

Παπαντωνίου, Ιωάννης. “Πειραματική διερεύνηση στοιχείων σκυροδέματος επί/εντός προκατασκευασμένων τύπων από ινοπλέγματα ανόργανης μήτρας.” 2007. Masters Thesis, University of Patras. Accessed May 26, 2019. http://nemertes.lis.upatras.gr/jspui/handle/10889/1447.

MLA Handbook (7th Edition):

Παπαντωνίου, Ιωάννης. “Πειραματική διερεύνηση στοιχείων σκυροδέματος επί/εντός προκατασκευασμένων τύπων από ινοπλέγματα ανόργανης μήτρας.” 2007. Web. 26 May 2019.

Vancouver:

Παπαντωνίου . Πειραματική διερεύνηση στοιχείων σκυροδέματος επί/εντός προκατασκευασμένων τύπων από ινοπλέγματα ανόργανης μήτρας. [Internet] [Masters thesis]. University of Patras; 2007. [cited 2019 May 26]. Available from: http://nemertes.lis.upatras.gr/jspui/handle/10889/1447.

Council of Science Editors:

Παπαντωνίου . Πειραματική διερεύνηση στοιχείων σκυροδέματος επί/εντός προκατασκευασμένων τύπων από ινοπλέγματα ανόργανης μήτρας. [Masters Thesis]. University of Patras; 2007. Available from: http://nemertes.lis.upatras.gr/jspui/handle/10889/1447


Brno University of Technology

5. Lomič, Jiří. Smyková pevnost prvků stavebních konstrukcí z textilního betonu .

Degree: 2017, Brno University of Technology

 Cílem předložené diplomové práce bylo sestavit výpočtový model pro prvky textilního betonu s obdélníkovým průřezem. K tomu bylo třeba nejprve získat znalost zásadních principů pro… (more)

Subjects/Keywords: textilní beton; karbonová výztuž; skelná výztuž; návrh na smyk; prvky textilního betonu; obdélníkový průřez; výpočtový model; smyková odolnost; textile reinforced concrete; carbon reinforcement; alkali resistant glass reinforcement; shear design; TRC members; rectangular cross-section; calculation model; shear resistance

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APA (6th Edition):

Lomič, J. (2017). Smyková pevnost prvků stavebních konstrukcí z textilního betonu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/138332

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Lomič, Jiří. “Smyková pevnost prvků stavebních konstrukcí z textilního betonu .” 2017. Thesis, Brno University of Technology. Accessed May 26, 2019. http://hdl.handle.net/11012/138332.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Lomič, Jiří. “Smyková pevnost prvků stavebních konstrukcí z textilního betonu .” 2017. Web. 26 May 2019.

Vancouver:

Lomič J. Smyková pevnost prvků stavebních konstrukcí z textilního betonu . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 May 26]. Available from: http://hdl.handle.net/11012/138332.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Lomič J. Smyková pevnost prvků stavebních konstrukcí z textilního betonu . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/138332

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

6. Contamine, Raphaël. Contribution à l’étude du comportement mécanique de composites textile-mortier : application à la réparation et/ou renforcement de poutres en béton armé vis-à-vis de l’effort tranchant : Contribution to the mechanical behavior study of the composite textile reinforced concrete : application to shear repairing and/or strengthening of reinforced concrete beams.

Degree: Docteur es, Génie Civil, 2011, Université Claude Bernard – Lyon I

Ces travaux portent sur la réparation et le renforcement de structures béton armé par matériaux composite. Dans ce domaine, la solution de type carbone-époxy appliqué… (more)

Subjects/Keywords: Composite textile-mortier; TRC; Caractérisation; Traction; Béton armé; Réparation; Poutre; Renforcement; Effort tranchant; Optimisation; Comportement local; Textile reinforced concre; TRC; Composite; Characterization; Tensile; Beam; Repair; Strengthening; Shear; Optimization; Local behavior.; 624

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Contamine, R. (2011). Contribution à l’étude du comportement mécanique de composites textile-mortier : application à la réparation et/ou renforcement de poutres en béton armé vis-à-vis de l’effort tranchant : Contribution to the mechanical behavior study of the composite textile reinforced concrete : application to shear repairing and/or strengthening of reinforced concrete beams. (Doctoral Dissertation). Université Claude Bernard – Lyon I. Retrieved from http://www.theses.fr/2011LYO10271

Chicago Manual of Style (16th Edition):

Contamine, Raphaël. “Contribution à l’étude du comportement mécanique de composites textile-mortier : application à la réparation et/ou renforcement de poutres en béton armé vis-à-vis de l’effort tranchant : Contribution to the mechanical behavior study of the composite textile reinforced concrete : application to shear repairing and/or strengthening of reinforced concrete beams.” 2011. Doctoral Dissertation, Université Claude Bernard – Lyon I. Accessed May 26, 2019. http://www.theses.fr/2011LYO10271.

MLA Handbook (7th Edition):

Contamine, Raphaël. “Contribution à l’étude du comportement mécanique de composites textile-mortier : application à la réparation et/ou renforcement de poutres en béton armé vis-à-vis de l’effort tranchant : Contribution to the mechanical behavior study of the composite textile reinforced concrete : application to shear repairing and/or strengthening of reinforced concrete beams.” 2011. Web. 26 May 2019.

Vancouver:

Contamine R. Contribution à l’étude du comportement mécanique de composites textile-mortier : application à la réparation et/ou renforcement de poutres en béton armé vis-à-vis de l’effort tranchant : Contribution to the mechanical behavior study of the composite textile reinforced concrete : application to shear repairing and/or strengthening of reinforced concrete beams. [Internet] [Doctoral dissertation]. Université Claude Bernard – Lyon I; 2011. [cited 2019 May 26]. Available from: http://www.theses.fr/2011LYO10271.

Council of Science Editors:

Contamine R. Contribution à l’étude du comportement mécanique de composites textile-mortier : application à la réparation et/ou renforcement de poutres en béton armé vis-à-vis de l’effort tranchant : Contribution to the mechanical behavior study of the composite textile reinforced concrete : application to shear repairing and/or strengthening of reinforced concrete beams. [Doctoral Dissertation]. Université Claude Bernard – Lyon I; 2011. Available from: http://www.theses.fr/2011LYO10271


Anna University

7. Kalpana, V G. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.

Degree: Civil Engineering, 2014, Anna University

The role of fibres in the construction industry as a reinforcing material is gaining popularity due to its high tensile strength and light weight Due… (more)

Subjects/Keywords: Civil engineering; Fabric structure; Flexural strengthening; Reinforced concrete beams; Textile reinforcements

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APA (6th Edition):

Kalpana, V. G. (2014). Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22870

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kalpana, V G. “Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.” 2014. Thesis, Anna University. Accessed May 26, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/22870.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kalpana, V G. “Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.” 2014. Web. 26 May 2019.

Vancouver:

Kalpana VG. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. [Internet] [Thesis]. Anna University; 2014. [cited 2019 May 26]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22870.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kalpana VG. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22870

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

8. Θανόπουλος, Χαράλαμπος. Σύμμικτες πλάκες οπλισμένου σκυροδέματος και ινοπλεγμάτων σε ανόργανες μήτρες καμπτόμενες κατά μια διεύθυνση : πειραματική διερεύνηση και ανάλυση.

Degree: 2014, University of Patras

 Στόχος της παρούσας διατριβής είναι η διερεύνηση της αποτελεσματικότητας παραμενόντων τύπων (καλούπια) από ινοπλέγματα σε ανόργανη μήτρα, ως εφελκυόμενος οπλισμός στην κατασκευή σύμμικτων πλακών. Τα… (more)

Subjects/Keywords: Σύμμικτα στοιχεία; Ινοπλέγματα; Οπλισμένο σκυρόδεμα; 624.183 423; Textile reinforced concrete; Composite elements; Reinforced concrete; Cross section solver

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APA (6th Edition):

Θανόπουλος, . (2014). Σύμμικτες πλάκες οπλισμένου σκυροδέματος και ινοπλεγμάτων σε ανόργανες μήτρες καμπτόμενες κατά μια διεύθυνση : πειραματική διερεύνηση και ανάλυση. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/8078

Chicago Manual of Style (16th Edition):

Θανόπουλος, Χαράλαμπος. “Σύμμικτες πλάκες οπλισμένου σκυροδέματος και ινοπλεγμάτων σε ανόργανες μήτρες καμπτόμενες κατά μια διεύθυνση : πειραματική διερεύνηση και ανάλυση.” 2014. Masters Thesis, University of Patras. Accessed May 26, 2019. http://hdl.handle.net/10889/8078.

MLA Handbook (7th Edition):

Θανόπουλος, Χαράλαμπος. “Σύμμικτες πλάκες οπλισμένου σκυροδέματος και ινοπλεγμάτων σε ανόργανες μήτρες καμπτόμενες κατά μια διεύθυνση : πειραματική διερεύνηση και ανάλυση.” 2014. Web. 26 May 2019.

Vancouver:

Θανόπουλος . Σύμμικτες πλάκες οπλισμένου σκυροδέματος και ινοπλεγμάτων σε ανόργανες μήτρες καμπτόμενες κατά μια διεύθυνση : πειραματική διερεύνηση και ανάλυση. [Internet] [Masters thesis]. University of Patras; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/10889/8078.

Council of Science Editors:

Θανόπουλος . Σύμμικτες πλάκες οπλισμένου σκυροδέματος και ινοπλεγμάτων σε ανόργανες μήτρες καμπτόμενες κατά μια διεύθυνση : πειραματική διερεύνηση και ανάλυση. [Masters Thesis]. University of Patras; 2014. Available from: http://hdl.handle.net/10889/8078

9. Δαμίγου, Δανάη. Χρήση ινοπλεγμάτων ανόργανης μήτρας στις κατασκευές.

Degree: 2011, University of Patras

 Στόχος της διατριβής αυτής είναι η διερεύνηση της μηχανικής συμπεριφοράς των στοιχείων ΙΑΜ (Ινοπλέγματα Ανόργανης Μήτρας), η μελέτη της εφαρμογή τους για την ενίσχυση των… (more)

Subjects/Keywords: Ινοπλέγματα ανόργανης μήτρας (ΙΑΜ); Τοιχοποιία; Σκυρόδεμα; 624.153 37; Textile reinforced mortars (TRM); Walls construction; Concrete

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APA (6th Edition):

Δαμίγου, . (2011). Χρήση ινοπλεγμάτων ανόργανης μήτρας στις κατασκευές. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/5123

Chicago Manual of Style (16th Edition):

Δαμίγου, Δανάη. “Χρήση ινοπλεγμάτων ανόργανης μήτρας στις κατασκευές.” 2011. Masters Thesis, University of Patras. Accessed May 26, 2019. http://hdl.handle.net/10889/5123.

MLA Handbook (7th Edition):

Δαμίγου, Δανάη. “Χρήση ινοπλεγμάτων ανόργανης μήτρας στις κατασκευές.” 2011. Web. 26 May 2019.

Vancouver:

Δαμίγου . Χρήση ινοπλεγμάτων ανόργανης μήτρας στις κατασκευές. [Internet] [Masters thesis]. University of Patras; 2011. [cited 2019 May 26]. Available from: http://hdl.handle.net/10889/5123.

Council of Science Editors:

Δαμίγου . Χρήση ινοπλεγμάτων ανόργανης μήτρας στις κατασκευές. [Masters Thesis]. University of Patras; 2011. Available from: http://hdl.handle.net/10889/5123


University of Johannesburg

10. Krijnauw, Pieter. Die skuifsterkte van gewapende beton.

Degree: 2014, University of Johannesburg

M.Ing. (Civil Engineering)

The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation… (more)

Subjects/Keywords: Reinforced concrete.; Reinforced concrete construction.

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APA (6th Edition):

Krijnauw, P. (2014). Die skuifsterkte van gewapende beton. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9263

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Thesis, University of Johannesburg. Accessed May 26, 2019. http://hdl.handle.net/10210/9263.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Web. 26 May 2019.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/10210/9263.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Krijnauw P. Die skuifsterkte van gewapende beton. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9263

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Hong Kong

11. Dong, Chunxiao. Lateral strain modeling, analysis and design of confined concrete.

Degree: PhD, 2016, University of Hong Kong

 This thesis presents a lateral strain model of confined concrete, which makes no assumptions on the properties of confining materials and is therefore generally applicable… (more)

Subjects/Keywords: Reinforced concrete

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APA (6th Edition):

Dong, C. (2016). Lateral strain modeling, analysis and design of confined concrete. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235895

Chicago Manual of Style (16th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed May 26, 2019. http://hdl.handle.net/10722/235895.

MLA Handbook (7th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Web. 26 May 2019.

Vancouver:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2019 May 26]. Available from: http://hdl.handle.net/10722/235895.

Council of Science Editors:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235895


Oregon State University

12. Shields, Silas A. Assessing durability of reinforced concrete and ductile Iron.

Degree: MS, 2017, Oregon State University

 The first goal of this master’s thesis was to investigate the linkage between a non-destructive testing method, surface resistivity, and premature concrete deterioration brought on… (more)

Subjects/Keywords: Reinforced Concrete

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APA (6th Edition):

Shields, S. A. (2017). Assessing durability of reinforced concrete and ductile Iron. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/61656

Chicago Manual of Style (16th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Masters Thesis, Oregon State University. Accessed May 26, 2019. http://hdl.handle.net/1957/61656.

MLA Handbook (7th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Web. 26 May 2019.

Vancouver:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Internet] [Masters thesis]. Oregon State University; 2017. [cited 2019 May 26]. Available from: http://hdl.handle.net/1957/61656.

Council of Science Editors:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Masters Thesis]. Oregon State University; 2017. Available from: http://hdl.handle.net/1957/61656


Pontifical Catholic University of Rio de Janeiro

13. FERNANDA CRISTINNA ALONSO DOS SANTOS. [en] BEHAVIOR OF TEXTILE REINFORCED CONCRETE (TRC) SLENDER COLUMNS SUBJECT TO COMPRESSION.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho tem como objetivo investigar o desempenho de pilares de Concreto Têxtil (CT) sujeitos a compressão. Um programa experimental foi conduzido incluindo caracterização… (more)

Subjects/Keywords: [pt] PILAR; [en] COLUMN; [pt] CONCRETO TEXTIL; [en] TEXTILE REINFORCED CONCRETE; [pt] FLAMBAGEM GLOBAL; [en] GLOBAL BUCKLING

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APA (6th Edition):

SANTOS, F. C. A. D. (2018). [en] BEHAVIOR OF TEXTILE REINFORCED CONCRETE (TRC) SLENDER COLUMNS SUBJECT TO COMPRESSION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35764

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

SANTOS, FERNANDA CRISTINNA ALONSO DOS. “[en] BEHAVIOR OF TEXTILE REINFORCED CONCRETE (TRC) SLENDER COLUMNS SUBJECT TO COMPRESSION.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed May 26, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35764.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

SANTOS, FERNANDA CRISTINNA ALONSO DOS. “[en] BEHAVIOR OF TEXTILE REINFORCED CONCRETE (TRC) SLENDER COLUMNS SUBJECT TO COMPRESSION.” 2018. Web. 26 May 2019.

Vancouver:

SANTOS FCAD. [en] BEHAVIOR OF TEXTILE REINFORCED CONCRETE (TRC) SLENDER COLUMNS SUBJECT TO COMPRESSION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2019 May 26]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35764.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

SANTOS FCAD. [en] BEHAVIOR OF TEXTILE REINFORCED CONCRETE (TRC) SLENDER COLUMNS SUBJECT TO COMPRESSION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35764

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

14. Pettersson, Martin. FE-modelling of Textile Reinforced Concrete Façade Elements.

Degree: 2014, Chalmers University of Technology

Subjects/Keywords: TRC; FE-modelling; concrete; textile reinforcement; façade elements; bond stress-slip; non-linear analysis; failure

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APA (6th Edition):

Pettersson, M. (2014). FE-modelling of Textile Reinforced Concrete Façade Elements. (Thesis). Chalmers University of Technology. Retrieved from http://studentarbeten.chalmers.se/publication/200005-fe-modelling-of-textile-reinforced-concrete-facade-elements

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pettersson, Martin. “FE-modelling of Textile Reinforced Concrete Façade Elements.” 2014. Thesis, Chalmers University of Technology. Accessed May 26, 2019. http://studentarbeten.chalmers.se/publication/200005-fe-modelling-of-textile-reinforced-concrete-facade-elements.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pettersson, Martin. “FE-modelling of Textile Reinforced Concrete Façade Elements.” 2014. Web. 26 May 2019.

Vancouver:

Pettersson M. FE-modelling of Textile Reinforced Concrete Façade Elements. [Internet] [Thesis]. Chalmers University of Technology; 2014. [cited 2019 May 26]. Available from: http://studentarbeten.chalmers.se/publication/200005-fe-modelling-of-textile-reinforced-concrete-facade-elements.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pettersson M. FE-modelling of Textile Reinforced Concrete Façade Elements. [Thesis]. Chalmers University of Technology; 2014. Available from: http://studentarbeten.chalmers.se/publication/200005-fe-modelling-of-textile-reinforced-concrete-facade-elements

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Hong Kong

15. Wang, Lu. Post-compressed plates for strengthening preloaded reinforced concretecolumns.

Degree: PhD, 2013, University of Hong Kong

 Reinforced concrete (RC) columns are the primary load-bearing structural components in buildings. Over time these columns may need to be repaired or strengthened either due… (more)

Subjects/Keywords: Reinforced concrete construction.; Columns, Concrete.

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APA (6th Edition):

Wang, L. (2013). Post-compressed plates for strengthening preloaded reinforced concretecolumns. (Doctoral Dissertation). University of Hong Kong. Retrieved from Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052

Chicago Manual of Style (16th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed May 26, 2019. Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052.

MLA Handbook (7th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Web. 26 May 2019.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2019 May 26]. Available from: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052.

Council of Science Editors:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052


University of Hong Kong

16. 李凌志; Li, Lingzhi. New partial interaction models for bolted-side-plated reinforced concrete beams.

Degree: PhD, 2013, University of Hong Kong

 Existing reinforced concrete (RC) beams often need to be strengthened due to material deterioration or a change in usage. The bolted side-plating (BSP) technique, i.e.,… (more)

Subjects/Keywords: Reinforced concrete.; Concrete beams.

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APA (6th Edition):

李凌志; Li, L. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Doctoral Dissertation). University of Hong Kong. Retrieved from Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818

Chicago Manual of Style (16th Edition):

李凌志; Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed May 26, 2019. Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818.

MLA Handbook (7th Edition):

李凌志; Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Web. 26 May 2019.

Vancouver:

李凌志; Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2019 May 26]. Available from: Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818.

Council of Science Editors:

李凌志; Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818


Oregon State University

17. Lostra, Mackenzie M. W. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.

Degree: MS, Civil Engineering, 2016, Oregon State University

 Large numbers of reinforced concrete (RC) bridges were built in the past that are now considered seismically deficient. The structural members most likely to be… (more)

Subjects/Keywords: Reinforced Concrete; Reinforced concrete  – Earthquake effects

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APA (6th Edition):

Lostra, M. M. W. (2016). Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59903

Chicago Manual of Style (16th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Masters Thesis, Oregon State University. Accessed May 26, 2019. http://hdl.handle.net/1957/59903.

MLA Handbook (7th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Web. 26 May 2019.

Vancouver:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2019 May 26]. Available from: http://hdl.handle.net/1957/59903.

Council of Science Editors:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59903

18. Tlaiji, Tala. Développement et caractérisation du comportement thermomécanique des matériaux composites TRC : Development and characterization of the thermomechanical behavior of composite materials TRC.

Degree: Docteur es, Génie civil, 2018, Lyon

Afin de renforcer et de protéger les structures du Génie Civil vis-à-vis des incendies, un programme de recherche a été entrepris sur le développement d'un… (more)

Subjects/Keywords: TRC; Comportement thermomécanique; Propriétés physico-chimiques; Ciment phosphatique; Ciment alumineux; Textile carbone; Textile verre; Pré-imprégnation du textile; TRC; Thermomechanical behavior; Physico-chemical properties; Phosphate cement; Aluminous cement; Glass textile; Carbon textile; Pre-impregnation of textile; 624

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APA (6th Edition):

Tlaiji, T. (2018). Développement et caractérisation du comportement thermomécanique des matériaux composites TRC : Development and characterization of the thermomechanical behavior of composite materials TRC. (Doctoral Dissertation). Lyon. Retrieved from http://www.theses.fr/2018LYSE1116

Chicago Manual of Style (16th Edition):

Tlaiji, Tala. “Développement et caractérisation du comportement thermomécanique des matériaux composites TRC : Development and characterization of the thermomechanical behavior of composite materials TRC.” 2018. Doctoral Dissertation, Lyon. Accessed May 26, 2019. http://www.theses.fr/2018LYSE1116.

MLA Handbook (7th Edition):

Tlaiji, Tala. “Développement et caractérisation du comportement thermomécanique des matériaux composites TRC : Development and characterization of the thermomechanical behavior of composite materials TRC.” 2018. Web. 26 May 2019.

Vancouver:

Tlaiji T. Développement et caractérisation du comportement thermomécanique des matériaux composites TRC : Development and characterization of the thermomechanical behavior of composite materials TRC. [Internet] [Doctoral dissertation]. Lyon; 2018. [cited 2019 May 26]. Available from: http://www.theses.fr/2018LYSE1116.

Council of Science Editors:

Tlaiji T. Développement et caractérisation du comportement thermomécanique des matériaux composites TRC : Development and characterization of the thermomechanical behavior of composite materials TRC. [Doctoral Dissertation]. Lyon; 2018. Available from: http://www.theses.fr/2018LYSE1116


University of Hong Kong

19. Chen, Mantai. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.

Degree: M. Phil., 2014, University of Hong Kong

The stress-strain relationship of concrete in flexure is one of the essential parameters in assessing the flexural strength and ductility of reinforced concrete (RC) structures.… (more)

Subjects/Keywords: Reinforced concrete construction

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APA (6th Edition):

Chen, M. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Masters Thesis). University of Hong Kong. Retrieved from Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429

Chicago Manual of Style (16th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Masters Thesis, University of Hong Kong. Accessed May 26, 2019. Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429.

MLA Handbook (7th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Web. 26 May 2019.

Vancouver:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Internet] [Masters thesis]. University of Hong Kong; 2014. [cited 2019 May 26]. Available from: Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429.

Council of Science Editors:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Masters Thesis]. University of Hong Kong; 2014. Available from: Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429


Florida Atlantic University

20. Nazim, Manzurul. Corrosion Propagation of Rebar Embedded in High Performance Concrete.

Degree: MS, 2017, Florida Atlantic University

Summary: The FDOT has been using supplementary cementitious materials while constructing steel reinforced concrete marine bridge structures for over 3 decades. Previous findings indicated that… (more)

Subjects/Keywords: Reinforced concrete – Corrosion.; Reinforced concrete – Chemical resistance.; Reinforced concrete – Deterioration.; Concrete – Corrosion.; Concrete – Mechanical properties.

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APA (6th Edition):

Nazim, M. (2017). Corrosion Propagation of Rebar Embedded in High Performance Concrete. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941

Chicago Manual of Style (16th Edition):

Nazim, Manzurul. “Corrosion Propagation of Rebar Embedded in High Performance Concrete.” 2017. Masters Thesis, Florida Atlantic University. Accessed May 26, 2019. http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941.

MLA Handbook (7th Edition):

Nazim, Manzurul. “Corrosion Propagation of Rebar Embedded in High Performance Concrete.” 2017. Web. 26 May 2019.

Vancouver:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2019 May 26]. Available from: http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941.

Council of Science Editors:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Masters Thesis]. Florida Atlantic University; 2017. Available from: http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941

21. Koutas, Lampros. Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας: πειραματική και αναλυτική μελέτη.

Degree: 2015, University of Patras; Πανεπιστήμιο Πατρών

The subject of the present thesis is the experimental and analytical investigation of strengthening masonry infilled reinforced concrete (RC) frames with Textile-Reinforced Mortar (TRM). The… (more)

Subjects/Keywords: Αντισεισμική ενίσχυση; Οπλισμένο σκυρόδεμα; Σύνθετα υλικά; Ινοπλέγματα ανόργανης μήτρας (ΙΑΜ); Τοιχοπλήρωση; Τοιχοπληρωμένα πλαίσια; Εμφατνούμενη τοιχοποιία; Seismic retrofitting; Reinforced concrete; Seismic strengthening; Textiles; Composite materials; Textile based composites; Textile reinforced mortar (TRM); Masonry; Infills; INFILLED FRAMES; Large scale testing

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APA (6th Edition):

Koutas, L. (2015). Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας: πειραματική και αναλυτική μελέτη. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/36844

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Koutas, Lampros. “Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας: πειραματική και αναλυτική μελέτη.” 2015. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed May 26, 2019. http://hdl.handle.net/10442/hedi/36844.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Koutas, Lampros. “Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας: πειραματική και αναλυτική μελέτη.” 2015. Web. 26 May 2019.

Vancouver:

Koutas L. Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας: πειραματική και αναλυτική μελέτη. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/10442/hedi/36844.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Koutas L. Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας: πειραματική και αναλυτική μελέτη. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2015. Available from: http://hdl.handle.net/10442/hedi/36844

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

22. Κούτας, Λάμπρος. Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας : πειραματική και αναλυτική μελέτη.

Degree: 2014, University of Patras

 Στα πλαίσια της παρούσας διατριβής διερευνήθηκε – τόσο σε πειραματικό όσο και σε αναλυτικό επίπεδο – η ενίσχυση των τοιχοπληρώσεων σε πλαίσια ΟΣ με μια… (more)

Subjects/Keywords: Οπλισμένο σκυρόδεμα; Αντισεισμική ενίσχυση; Σύνθετα υλικά; Ινοπλέγματα ανόργανης μήτρας (ΙΑΜ); Τοιχοπλήρωση; Τοιχοπληρωμένα πλαίσια; Εμφατνούμενη τοιχοποιία; 624.183 3; Reinforced concrete; Seismic retrofitting; Seismic strengthening; Textiles; Composite materials; Textile based composites; Textile reinforced mortar (TRM); Masonry; Infills; Infilled frames; Large scale testing

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Κούτας, . (2014). Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας : πειραματική και αναλυτική μελέτη. (Doctoral Dissertation). University of Patras. Retrieved from http://hdl.handle.net/10889/8443

Chicago Manual of Style (16th Edition):

Κούτας, Λάμπρος. “Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας : πειραματική και αναλυτική μελέτη.” 2014. Doctoral Dissertation, University of Patras. Accessed May 26, 2019. http://hdl.handle.net/10889/8443.

MLA Handbook (7th Edition):

Κούτας, Λάμπρος. “Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας : πειραματική και αναλυτική μελέτη.” 2014. Web. 26 May 2019.

Vancouver:

Κούτας . Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας : πειραματική και αναλυτική μελέτη. [Internet] [Doctoral dissertation]. University of Patras; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/10889/8443.

Council of Science Editors:

Κούτας . Νέες τεχνικές και υλικά για την ενίσχυση πλαισίων οπλισμένου σκυροδέματος μέσω εμφατνούμενης τοιχοποιίας : πειραματική και αναλυτική μελέτη. [Doctoral Dissertation]. University of Patras; 2014. Available from: http://hdl.handle.net/10889/8443


Stellenbosch University

23. Mudge, Frederik Jacobus. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

ENGLISH ABSTRACT: Ground-supported concrete slabs are common structural elements, used for a multitude of purposes. In industrial flooring applications, slabs-on-ground (SOG) are often subjected to… (more)

Subjects/Keywords: Fibre-reinforced concrete; Reinforced concrete; UCTD; Reinforced concrete slabs  – Design; Concrete slabs  – Design and construction

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mudge, F. J. (2017). Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102721

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Mudge, Frederik Jacobus. “Design method development and software implementation for fibre-reinforced concrete slabs-on-ground.” 2017. Thesis, Stellenbosch University. Accessed May 26, 2019. http://hdl.handle.net/10019.1/102721.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Mudge, Frederik Jacobus. “Design method development and software implementation for fibre-reinforced concrete slabs-on-ground.” 2017. Web. 26 May 2019.

Vancouver:

Mudge FJ. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2019 May 26]. Available from: http://hdl.handle.net/10019.1/102721.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mudge FJ. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102721

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

24. Papantoniou, Ioannis. Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανες μήτρες και οπλισμένο σκυρόδεμα: πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός.

Degree: 2014, University of Patras; Πανεπιστήμιο Πατρών

The continuous need for the development of new construction methods and materials is highlighted to the Engineers by the raising demands for cost effective and… (more)

Subjects/Keywords: Ινοπλέγματα Ανόργανης Μήτρα; Παραμένοντες τύποι; Σύμμεικτες πλάκες; Βέλτιστος σχεδιασμός; Κάμψη; Εφελκυσμός; Ελάχιστο κόστος; Textile Reinforced Concrete; Stay in Place; Formwork elements; Composite slab; Optimum design; Minimum Cost

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Papantoniou, I. (2014). Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανες μήτρες και οπλισμένο σκυρόδεμα: πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/36832

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Papantoniou, Ioannis. “Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανες μήτρες και οπλισμένο σκυρόδεμα: πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός.” 2014. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed May 26, 2019. http://hdl.handle.net/10442/hedi/36832.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Papantoniou, Ioannis. “Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανες μήτρες και οπλισμένο σκυρόδεμα: πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός.” 2014. Web. 26 May 2019.

Vancouver:

Papantoniou I. Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανες μήτρες και οπλισμένο σκυρόδεμα: πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/10442/hedi/36832.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Papantoniou I. Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανες μήτρες και οπλισμένο σκυρόδεμα: πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2014. Available from: http://hdl.handle.net/10442/hedi/36832

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

25. Μπαλιούκος, Χρήστος. Χρήση ινοπλεγμάτων ανόργανης μήτρας για την ενίσχυση πλακών οπλισμένου σκυροδέματος δύο διευθύνσεων.

Degree: 2008, University of Patras

 Στόχος της παρούσας διατριβής είναι η διερεύνηση της αποτελεσματικότητας της ενίσχυσης στοιχείων τύπου πλάκας μέσω ενός νέου σύνθετου υλικού. Το νέο αυτό σύνθετο υλικό συντίθενται… (more)

Subjects/Keywords: Ενίσχυση πλακών; Ινοπλέγματα ανόργανης μήτρας; Διάτρηση πλακών; Θεωρία γραμμών διαρροής; 624.183 41; Strengthening of two way slabs; Textile reinforced concrete; Punching failure; Yield line theory

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Μπαλιούκος, . (2008). Χρήση ινοπλεγμάτων ανόργανης μήτρας για την ενίσχυση πλακών οπλισμένου σκυροδέματος δύο διευθύνσεων. (Masters Thesis). University of Patras. Retrieved from http://nemertes.lis.upatras.gr/jspui/handle/10889/1036

Chicago Manual of Style (16th Edition):

Μπαλιούκος, Χρήστος. “Χρήση ινοπλεγμάτων ανόργανης μήτρας για την ενίσχυση πλακών οπλισμένου σκυροδέματος δύο διευθύνσεων.” 2008. Masters Thesis, University of Patras. Accessed May 26, 2019. http://nemertes.lis.upatras.gr/jspui/handle/10889/1036.

MLA Handbook (7th Edition):

Μπαλιούκος, Χρήστος. “Χρήση ινοπλεγμάτων ανόργανης μήτρας για την ενίσχυση πλακών οπλισμένου σκυροδέματος δύο διευθύνσεων.” 2008. Web. 26 May 2019.

Vancouver:

Μπαλιούκος . Χρήση ινοπλεγμάτων ανόργανης μήτρας για την ενίσχυση πλακών οπλισμένου σκυροδέματος δύο διευθύνσεων. [Internet] [Masters thesis]. University of Patras; 2008. [cited 2019 May 26]. Available from: http://nemertes.lis.upatras.gr/jspui/handle/10889/1036.

Council of Science Editors:

Μπαλιούκος . Χρήση ινοπλεγμάτων ανόργανης μήτρας για την ενίσχυση πλακών οπλισμένου σκυροδέματος δύο διευθύνσεων. [Masters Thesis]. University of Patras; 2008. Available from: http://nemertes.lis.upatras.gr/jspui/handle/10889/1036


Brno University of Technology

26. Horáková, Terezie. Muzeum průmyslového dědictví v areálu bývalé textilní továrny v Prostějově .

Degree: 2014, Brno University of Technology

 Areál bývalého oděvního podniku OP Prostějov je výzvou pro budoucí generace, jak zajímavě zhodnotit dnes již nevyužívané budovy továrny z 50. let minulého století. V… (more)

Subjects/Keywords: muzeum; prostějov; průmysl; brownfields; industriální architektura; revitalizace; konverze; železobeton; továrna; textilní průmysl; industriální dědictví; museum; prostějov; industry; brown-fields; industrial architecture; revitalization; conversion; reinforced concrete; factory; textile industry; industrial heritage

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Horáková, T. (2014). Muzeum průmyslového dědictví v areálu bývalé textilní továrny v Prostějově . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/31274

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Horáková, Terezie. “Muzeum průmyslového dědictví v areálu bývalé textilní továrny v Prostějově .” 2014. Thesis, Brno University of Technology. Accessed May 26, 2019. http://hdl.handle.net/11012/31274.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Horáková, Terezie. “Muzeum průmyslového dědictví v areálu bývalé textilní továrny v Prostějově .” 2014. Web. 26 May 2019.

Vancouver:

Horáková T. Muzeum průmyslového dědictví v areálu bývalé textilní továrny v Prostějově . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 May 26]. Available from: http://hdl.handle.net/11012/31274.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Horáková T. Muzeum průmyslového dědictví v areálu bývalé textilní továrny v Prostějově . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/31274

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Stellenbosch University

27. Pike, Leo Mallett. Model for predicting creep of cracked steel fibre reinforced concrete.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

ENGLISH ABSTRACT: The investigation of the creep of cracked fibre reinforced concrete has gained momentum over the past few years. However, there is still no… (more)

Subjects/Keywords: Concrete  – Creep; UCTD; Reinforced concrete  – Cracking; Fiber-reinforced concrete  – Cracking; Modelling

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pike, L. M. (2018). Model for predicting creep of cracked steel fibre reinforced concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103488

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pike, Leo Mallett. “Model for predicting creep of cracked steel fibre reinforced concrete.” 2018. Thesis, Stellenbosch University. Accessed May 26, 2019. http://hdl.handle.net/10019.1/103488.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pike, Leo Mallett. “Model for predicting creep of cracked steel fibre reinforced concrete.” 2018. Web. 26 May 2019.

Vancouver:

Pike LM. Model for predicting creep of cracked steel fibre reinforced concrete. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2019 May 26]. Available from: http://hdl.handle.net/10019.1/103488.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pike LM. Model for predicting creep of cracked steel fibre reinforced concrete. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103488

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

28. Χουτοπούλου, Ελένη. Μελέτη περίσφιγξης υποστυλωμάτων ορθογωνικής διατομής μεγάλου λόγου πλευρών με ινοπλισμένα πολυμερή και με ινοπλέγματα σε ανόργανη μήτρα.

Degree: 2015, University of Patras

 Αντικείμενο της παρούσας Διατριβής Διπλώματος Ειδίκευσης αποτελεί η πειραματική διερεύνηση της αποτελεσματικότητας της περίσφιγξης υποστυλωμάτων οπλισμένου σκυροδέματος με μεγάλο λόγο πλευρών με μανδύες ινοπλισμένων πολυμερών… (more)

Subjects/Keywords: Περίσφιγξη; Υποστύλωμα ορθογωνικής διατομής; Ινοπλισμένα πολυμερή; Ινοπλέγματα σε ανόργανη μήτρα; Αγκύρια ινών άνθρακα; Πειράματα; 624.183 425; Confinement; Reinforced concrete (RC) columns; Fiber-reinforced polymer (FRP); Textile-reinforced mortars (TRM); Rectangular RC columns; Experimental program; Spike anchors

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Χουτοπούλου, . (2015). Μελέτη περίσφιγξης υποστυλωμάτων ορθογωνικής διατομής μεγάλου λόγου πλευρών με ινοπλισμένα πολυμερή και με ινοπλέγματα σε ανόργανη μήτρα. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/8828

Chicago Manual of Style (16th Edition):

Χουτοπούλου, Ελένη. “Μελέτη περίσφιγξης υποστυλωμάτων ορθογωνικής διατομής μεγάλου λόγου πλευρών με ινοπλισμένα πολυμερή και με ινοπλέγματα σε ανόργανη μήτρα.” 2015. Masters Thesis, University of Patras. Accessed May 26, 2019. http://hdl.handle.net/10889/8828.

MLA Handbook (7th Edition):

Χουτοπούλου, Ελένη. “Μελέτη περίσφιγξης υποστυλωμάτων ορθογωνικής διατομής μεγάλου λόγου πλευρών με ινοπλισμένα πολυμερή και με ινοπλέγματα σε ανόργανη μήτρα.” 2015. Web. 26 May 2019.

Vancouver:

Χουτοπούλου . Μελέτη περίσφιγξης υποστυλωμάτων ορθογωνικής διατομής μεγάλου λόγου πλευρών με ινοπλισμένα πολυμερή και με ινοπλέγματα σε ανόργανη μήτρα. [Internet] [Masters thesis]. University of Patras; 2015. [cited 2019 May 26]. Available from: http://hdl.handle.net/10889/8828.

Council of Science Editors:

Χουτοπούλου . Μελέτη περίσφιγξης υποστυλωμάτων ορθογωνικής διατομής μεγάλου λόγου πλευρών με ινοπλισμένα πολυμερή και με ινοπλέγματα σε ανόργανη μήτρα. [Masters Thesis]. University of Patras; 2015. Available from: http://hdl.handle.net/10889/8828


University of Technology, Sydney

29. Kim, SJ. Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites.

Degree: 2009, University of Technology, Sydney

Reinforced concrete (RC) slabs are one of the most commonly occurring structural forms. Penetrations (otherwise known as openings or cut-outs) in new as well as… (more)

Subjects/Keywords: Reinforced concrete.; Fibre reinforced polymer.; FRP.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kim, S. (2009). Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/30188

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kim, SJ. “Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites.” 2009. Thesis, University of Technology, Sydney. Accessed May 26, 2019. http://hdl.handle.net/10453/30188.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kim, SJ. “Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites.” 2009. Web. 26 May 2019.

Vancouver:

Kim S. Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites. [Internet] [Thesis]. University of Technology, Sydney; 2009. [cited 2019 May 26]. Available from: http://hdl.handle.net/10453/30188.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kim S. Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites. [Thesis]. University of Technology, Sydney; 2009. Available from: http://hdl.handle.net/10453/30188

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Anna University

30. Ramadevi K. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.

Degree: Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames, 2015, Anna University

The concept of using fibres to reinforce a brittle material is not new According to American Concrete Institute ACI manual of concrete practice the use… (more)

Subjects/Keywords: Civil engineering; Ductile beahaviour; Hybrid fibre reinforced concrete; Reinforced concrete elements; Reinforced concrete frames

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

K, R. (2015). Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/49451

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

K, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Thesis, Anna University. Accessed May 26, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/49451.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

K, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Web. 26 May 2019.

Vancouver:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Internet] [Thesis]. Anna University; 2015. [cited 2019 May 26]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

[1] [2] [3] [4] [5] … [365]

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