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You searched for subject:(stay in place). Showing records 1 – 11 of 11 total matches.

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University of Waterloo

1. Scott, Benjamin Donald. Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types.

Degree: 2014, University of Waterloo

 The use of stay-in-place (SIP) formwork has become an increasingly popular tool for concrete structures, providing advantages in construction scheduling and labour reduction. Stay-in-place formwork… (more)

Subjects/Keywords: Civil Engineering; Ductility; Flexure; PVC; Reinforced Concrete; Stay-in-Place Formwork

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

APA (6th Edition):

Scott, B. D. (2014). Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/8607

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):

Scott, Benjamin Donald. “Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types.” 2014. Thesis, University of Waterloo. Accessed October 23, 2019. http://hdl.handle.net/10012/8607.

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

MLA Handbook (7th Edition):

Scott, Benjamin Donald. “Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types.” 2014. Web. 23 Oct 2019.

Vancouver:

Scott BD. Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types. [Internet] [Thesis]. University of Waterloo; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10012/8607.

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

Council of Science Editors:

Scott BD. Flexural Behaviour of Stay-In-Place PVC Encased Reinforced Concrete Walls with Various Panel Types. [Thesis]. University of Waterloo; 2014. Available from: http://hdl.handle.net/10012/8607

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


Queens University

2. Richardson, Patrick. FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS .

Degree: Civil Engineering, 2013, Queens University

 The first part of the thesis addresses the fatigue performance of concrete bridge decks with GFRP stay-in-place structural forms replacing the bottom layer of rebar.… (more)

Subjects/Keywords: FRP; GFRP; Stay-In-Place Formwork; Fatigue; Cyclic Loading; Bridge Deck; Overhangs

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APA (6th Edition):

Richardson, P. (2013). FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8292

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):

Richardson, Patrick. “FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS .” 2013. Thesis, Queens University. Accessed October 23, 2019. http://hdl.handle.net/1974/8292.

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

MLA Handbook (7th Edition):

Richardson, Patrick. “FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS .” 2013. Web. 23 Oct 2019.

Vancouver:

Richardson P. FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1974/8292.

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

Council of Science Editors:

Richardson P. FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8292

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


University of Bath

3. Gai, Xian. Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction.

Degree: PhD, 2012, University of Bath

 The concept of stay-in-place (SIP) structural formwork has the potential to simplify and accelerate the construction process to a great extent. Fibre-reinforced polymer (FRP) SIP… (more)

Subjects/Keywords: 624.18; GFRP dowels; moulded GFRP grating; ductility; FRP; stay-in-place; participating formwork; pultruded GFRP box section

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APA (6th Edition):

Gai, X. (2012). Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction. (Doctoral Dissertation). University of Bath. Retrieved from https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617

Chicago Manual of Style (16th Edition):

Gai, Xian. “Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction.” 2012. Doctoral Dissertation, University of Bath. Accessed October 23, 2019. https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617.

MLA Handbook (7th Edition):

Gai, Xian. “Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction.” 2012. Web. 23 Oct 2019.

Vancouver:

Gai X. Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction. [Internet] [Doctoral dissertation]. University of Bath; 2012. [cited 2019 Oct 23]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617.

Council of Science Editors:

Gai X. Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction. [Doctoral Dissertation]. University of Bath; 2012. Available from: https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617

4. 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 (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 October 23, 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. 23 Oct 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 Oct 23]. 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


Queens University

5. Honickman, Hart Noah. Pultruded GFRP sections as stay-in-place structural open formwork for concrete slabs and girders .

Degree: Civil Engineering, 2008, Queens University

 Commercially available glass fiber-reinforced polymer (GFRP) off-the-shelf structural shapes have great potential as stay-in-place open structural forms for concrete structures, including bridge decks and girders.… (more)

Subjects/Keywords: Girder; Beam; Flexure; FRP; Stay-in-place; Formwork; Bond; Concrete; Shear; Open form

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APA (6th Edition):

Honickman, H. N. (2008). Pultruded GFRP sections as stay-in-place structural open formwork for concrete slabs and girders . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/1312

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):

Honickman, Hart Noah. “Pultruded GFRP sections as stay-in-place structural open formwork for concrete slabs and girders .” 2008. Thesis, Queens University. Accessed October 23, 2019. http://hdl.handle.net/1974/1312.

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

MLA Handbook (7th Edition):

Honickman, Hart Noah. “Pultruded GFRP sections as stay-in-place structural open formwork for concrete slabs and girders .” 2008. Web. 23 Oct 2019.

Vancouver:

Honickman HN. Pultruded GFRP sections as stay-in-place structural open formwork for concrete slabs and girders . [Internet] [Thesis]. Queens University; 2008. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/1974/1312.

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

Council of Science Editors:

Honickman HN. Pultruded GFRP sections as stay-in-place structural open formwork for concrete slabs and girders . [Thesis]. Queens University; 2008. Available from: http://hdl.handle.net/1974/1312

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

6. Παπαντωνίου, Ιωάννης. Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανη μήτρα και οπλισμένο σκυρόδεμα : Πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός.

Degree: 2014, University of Patras

H αύξηση των περιβαλλοντικών, αισθητικών και λειτουργικών απαιτήσεων που πρέπει να πληρούν οι σύγχρονες κατασκευές Πολιτικού Μηχανικού, σε συνδυασμό με την απαίτηση για συμπίεση του… (more)

Subjects/Keywords: Ινοπλέγματα ανόργανης μήτρας; Παραμένοντες τύποι; Σύμμεικτες πλάκες; Βέλτιστος σχεδιασμός; Δοκιμές μονοαξονικού εφελκυσμού; Δοκιμές κάμψης τεσσάρων σημείων; 624.183 423; Textile reinforced concrete; Stay-in-place formwork elements; Composite slabs; Optimum design; Uniaxial tensile tests; Four point bending tests

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

APA (6th Edition):

Παπαντωνίου, . (2014). Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανη μήτρα και οπλισμένο σκυρόδεμα : Πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός. (Doctoral Dissertation). University of Patras. Retrieved from http://hdl.handle.net/10889/8060

Chicago Manual of Style (16th Edition):

Παπαντωνίου, Ιωάννης. “Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανη μήτρα και οπλισμένο σκυρόδεμα : Πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός.” 2014. Doctoral Dissertation, University of Patras. Accessed October 23, 2019. http://hdl.handle.net/10889/8060.

MLA Handbook (7th Edition):

Παπαντωνίου, Ιωάννης. “Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανη μήτρα και οπλισμένο σκυρόδεμα : Πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός.” 2014. Web. 23 Oct 2019.

Vancouver:

Παπαντωνίου . Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανη μήτρα και οπλισμένο σκυρόδεμα : Πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός. [Internet] [Doctoral dissertation]. University of Patras; 2014. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10889/8060.

Council of Science Editors:

Παπαντωνίου . Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανη μήτρα και οπλισμένο σκυρόδεμα : Πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός. [Doctoral Dissertation]. University of Patras; 2014. Available from: http://hdl.handle.net/10889/8060

7. Elnabelsya, Gamal. Use of Carbon Fiber Reinforced Polymer Sheets as Transverse Reinforcement in Bridge Columns .

Degree: 2013, University of Ottawa

 Performance of bridges during previous earthquakes has demonstrated that many structural failures could be attributed to seismic deficiencies in bridge columns. Lack of transverse reinforcement… (more)

Subjects/Keywords: column deformability; columns; concrete confinement; earthquakes; Stay-in-Place formwork; CFRP Jacketing

…4.3 Columns Cast in Stay-in-Place Formwork… …4.3.3 Summary of Comparison for Columns Cast in Stay-in-Place Formwork… …5.3.2.2 Columns cast in CFRP stay-in-place formwork ..................... 5.4 Shear Strength… …69 Figure 2.4 Column casting in Stay-in-Place casing (BR-CC-1&BR-SC-1)… …CC-1in Stay-in-Place CFRP formwork .......................... 207 Figure 4.16 Moment-Drift… 

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APA (6th Edition):

Elnabelsya, G. (2013). Use of Carbon Fiber Reinforced Polymer Sheets as Transverse Reinforcement in Bridge Columns . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/24298

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):

Elnabelsya, Gamal. “Use of Carbon Fiber Reinforced Polymer Sheets as Transverse Reinforcement in Bridge Columns .” 2013. Thesis, University of Ottawa. Accessed October 23, 2019. http://hdl.handle.net/10393/24298.

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

MLA Handbook (7th Edition):

Elnabelsya, Gamal. “Use of Carbon Fiber Reinforced Polymer Sheets as Transverse Reinforcement in Bridge Columns .” 2013. Web. 23 Oct 2019.

Vancouver:

Elnabelsya G. Use of Carbon Fiber Reinforced Polymer Sheets as Transverse Reinforcement in Bridge Columns . [Internet] [Thesis]. University of Ottawa; 2013. [cited 2019 Oct 23]. Available from: http://hdl.handle.net/10393/24298.

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

Council of Science Editors:

Elnabelsya G. Use of Carbon Fiber Reinforced Polymer Sheets as Transverse Reinforcement in Bridge Columns . [Thesis]. University of Ottawa; 2013. Available from: http://hdl.handle.net/10393/24298

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


Brigham Young University

8. Frost, Stephen Litster. Effect of Stay-in-Place Metal Forms on Performance of Concrete Bridge Decks.

Degree: MS, 2006, Brigham Young University

 The objectives of this research were to investigate the effect of stay-in-place metal forms (SIPMFs) on the performance of concrete bridge decks in Utah. The… (more)

Subjects/Keywords: concrete bridge decks; corrosion; chloride concentration; deck distress; half-cell potential; stay-in-place forms; Civil and Environmental Engineering

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

APA (6th Edition):

Frost, S. L. (2006). Effect of Stay-in-Place Metal Forms on Performance of Concrete Bridge Decks. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1449&context=etd

Chicago Manual of Style (16th Edition):

Frost, Stephen Litster. “Effect of Stay-in-Place Metal Forms on Performance of Concrete Bridge Decks.” 2006. Masters Thesis, Brigham Young University. Accessed October 23, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1449&context=etd.

MLA Handbook (7th Edition):

Frost, Stephen Litster. “Effect of Stay-in-Place Metal Forms on Performance of Concrete Bridge Decks.” 2006. Web. 23 Oct 2019.

Vancouver:

Frost SL. Effect of Stay-in-Place Metal Forms on Performance of Concrete Bridge Decks. [Internet] [Masters thesis]. Brigham Young University; 2006. [cited 2019 Oct 23]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1449&context=etd.

Council of Science Editors:

Frost SL. Effect of Stay-in-Place Metal Forms on Performance of Concrete Bridge Decks. [Masters Thesis]. Brigham Young University; 2006. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1449&context=etd


Brigham Young University

9. Birdsall, Aimee Worthen. Effect of Initial Surface Treatment Timing on Chloride Concentrations in Concrete Bridge Decks.

Degree: MS, 2007, Brigham Young University

  Bridge engineers and managers in coastal areas and cold regions frequently specify the application of surface treatments on concrete bridge decks as barriers against… (more)

Subjects/Keywords: concrete bridge decks; chloride concentration; surface treatment; stay-in-place forms; diffusion coefficient; Civil and Environmental Engineering

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APA (6th Edition):

Birdsall, A. W. (2007). Effect of Initial Surface Treatment Timing on Chloride Concentrations in Concrete Bridge Decks. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2033&context=etd

Chicago Manual of Style (16th Edition):

Birdsall, Aimee Worthen. “Effect of Initial Surface Treatment Timing on Chloride Concentrations in Concrete Bridge Decks.” 2007. Masters Thesis, Brigham Young University. Accessed October 23, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2033&context=etd.

MLA Handbook (7th Edition):

Birdsall, Aimee Worthen. “Effect of Initial Surface Treatment Timing on Chloride Concentrations in Concrete Bridge Decks.” 2007. Web. 23 Oct 2019.

Vancouver:

Birdsall AW. Effect of Initial Surface Treatment Timing on Chloride Concentrations in Concrete Bridge Decks. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2019 Oct 23]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2033&context=etd.

Council of Science Editors:

Birdsall AW. Effect of Initial Surface Treatment Timing on Chloride Concentrations in Concrete Bridge Decks. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2033&context=etd


Missouri University of Science and Technology

10. Gora Venancio, Valter. Behavior of ultra-high performance concrete bridge deck panels compared to conventional stay-in-place deck panels.

Degree: M.S. in Civil Engineering, Civil Engineering, Missouri University of Science and Technology

  "The remarkable features of ultra-high performance concrete (UHPC) have been reported. Its application in bridge construction has been an active research area in recent… (more)

Subjects/Keywords: Bridge Deck; Partially-depth Concrete Deck; Stay-in-place Formwork; UHPC Flexural Behavior; UHPC Shear Behavior; Ultra High Performance Concrete; Civil Engineering

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

APA (6th Edition):

Gora Venancio, V. (n.d.). Behavior of ultra-high performance concrete bridge deck panels compared to conventional stay-in-place deck panels. (Masters Thesis). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/masters_theses/7504

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Gora Venancio, Valter. “Behavior of ultra-high performance concrete bridge deck panels compared to conventional stay-in-place deck panels.” Masters Thesis, Missouri University of Science and Technology. Accessed October 23, 2019. http://scholarsmine.mst.edu/masters_theses/7504.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Gora Venancio, Valter. “Behavior of ultra-high performance concrete bridge deck panels compared to conventional stay-in-place deck panels.” Web. 23 Oct 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Gora Venancio V. Behavior of ultra-high performance concrete bridge deck panels compared to conventional stay-in-place deck panels. [Internet] [Masters thesis]. Missouri University of Science and Technology; [cited 2019 Oct 23]. Available from: http://scholarsmine.mst.edu/masters_theses/7504.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Gora Venancio V. Behavior of ultra-high performance concrete bridge deck panels compared to conventional stay-in-place deck panels. [Masters Thesis]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/masters_theses/7504

Note: this citation may be lacking information needed for this citation format:
No year of publication.


Brigham Young University

11. Nolan, Curtis Daniel. Effect of Initial Scarification and Overlay Treatment Timing on Chloride Concentrations in Concrete Bridge Decks.

Degree: MS, 2008, Brigham Young University

 Considering the pervasive presence of chlorides in concrete bridge decks, bridge engineers have a critical responsibility to perform proper and effective preventive maintenance and rehabilitation… (more)

Subjects/Keywords: concrete bridge decks; stay-in-place metal forms; scarification; overlay; surface treatment; rehabilitation; maintenance; treatment timing; bridge; deck; Civil and Environmental Engineering

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APA (6th Edition):

Nolan, C. D. (2008). Effect of Initial Scarification and Overlay Treatment Timing on Chloride Concentrations in Concrete Bridge Decks. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2584&context=etd

Chicago Manual of Style (16th Edition):

Nolan, Curtis Daniel. “Effect of Initial Scarification and Overlay Treatment Timing on Chloride Concentrations in Concrete Bridge Decks.” 2008. Masters Thesis, Brigham Young University. Accessed October 23, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2584&context=etd.

MLA Handbook (7th Edition):

Nolan, Curtis Daniel. “Effect of Initial Scarification and Overlay Treatment Timing on Chloride Concentrations in Concrete Bridge Decks.” 2008. Web. 23 Oct 2019.

Vancouver:

Nolan CD. Effect of Initial Scarification and Overlay Treatment Timing on Chloride Concentrations in Concrete Bridge Decks. [Internet] [Masters thesis]. Brigham Young University; 2008. [cited 2019 Oct 23]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2584&context=etd.

Council of Science Editors:

Nolan CD. Effect of Initial Scarification and Overlay Treatment Timing on Chloride Concentrations in Concrete Bridge Decks. [Masters Thesis]. Brigham Young University; 2008. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2584&context=etd

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