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You searched for subject:(Masonry Infilled Steel Frames). Showing records 1 – 30 of 7588 total matches.

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Dalhousie University

1. Soon, Sandra. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.

Degree: Master of Applied Science, Department of Civil Engineering, 2011, Dalhousie University

Masonry infilled walls have been commonly used as interior partitions as well as exterior walls infilled in either steel or reinforced concrete frames in the… (more)

Subjects/Keywords: Masonry Infilled Steel Frames

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APA (6th Edition):

Soon, S. (2011). IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/14327

Chicago Manual of Style (16th Edition):

Soon, Sandra. “IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.” 2011. Masters Thesis, Dalhousie University. Accessed September 19, 2019. http://hdl.handle.net/10222/14327.

MLA Handbook (7th Edition):

Soon, Sandra. “IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.” 2011. Web. 19 Sep 2019.

Vancouver:

Soon S. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. [Internet] [Masters thesis]. Dalhousie University; 2011. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10222/14327.

Council of Science Editors:

Soon S. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. [Masters Thesis]. Dalhousie University; 2011. Available from: http://hdl.handle.net/10222/14327


University of Colorado

2. Sattar, Siamak. Influence of Masonry Infill Walls and Other Building Characteristics on Seismic Collapse of Concrete Frame Buildings.

Degree: PhD, 2014, University of Colorado

  Reinforced concrete frame buildings with masonry infill walls have been built all around the world, specifically in the high seismic regions in US. Observations… (more)

Subjects/Keywords: macro-modeling; masonry infilled frames; micro-modeling; modeling uncertainty; nonductile concrete frames; seismic collapse assessment; Civil Engineering

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APA (6th Edition):

Sattar, S. (2014). Influence of Masonry Infill Walls and Other Building Characteristics on Seismic Collapse of Concrete Frame Buildings. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/302

Chicago Manual of Style (16th Edition):

Sattar, Siamak. “Influence of Masonry Infill Walls and Other Building Characteristics on Seismic Collapse of Concrete Frame Buildings.” 2014. Doctoral Dissertation, University of Colorado. Accessed September 19, 2019. https://scholar.colorado.edu/cven_gradetds/302.

MLA Handbook (7th Edition):

Sattar, Siamak. “Influence of Masonry Infill Walls and Other Building Characteristics on Seismic Collapse of Concrete Frame Buildings.” 2014. Web. 19 Sep 2019.

Vancouver:

Sattar S. Influence of Masonry Infill Walls and Other Building Characteristics on Seismic Collapse of Concrete Frame Buildings. [Internet] [Doctoral dissertation]. University of Colorado; 2014. [cited 2019 Sep 19]. Available from: https://scholar.colorado.edu/cven_gradetds/302.

Council of Science Editors:

Sattar S. Influence of Masonry Infill Walls and Other Building Characteristics on Seismic Collapse of Concrete Frame Buildings. [Doctoral Dissertation]. University of Colorado; 2014. Available from: https://scholar.colorado.edu/cven_gradetds/302


Indian Institute of Science

3. Manju, M A. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.

Degree: 2016, Indian Institute of Science

 Reinforced concrete frames, infilled with brick/concrete block masonry, are the most common type of structures found in multi-storeyed constructions, especially in developing countries. Usually, the… (more)

Subjects/Keywords: Masonry Infilled RC Frames; Seismic Loading; Linear Elastic Analysis; Reinforced Concrete; Young's Modules of Elasticity; Infilled Frames; Infill Walls; Concrete Damage Plasticity Model; seismic vulnerability; Civil Engineering

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APA (6th Edition):

Manju, M. A. (2016). Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/3156

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):

Manju, M A. “Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.” 2016. Thesis, Indian Institute of Science. Accessed September 19, 2019. http://hdl.handle.net/2005/3156.

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

MLA Handbook (7th Edition):

Manju, M A. “Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading.” 2016. Web. 19 Sep 2019.

Vancouver:

Manju MA. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. [Internet] [Thesis]. Indian Institute of Science; 2016. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/2005/3156.

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

Council of Science Editors:

Manju MA. Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading. [Thesis]. Indian Institute of Science; 2016. Available from: http://hdl.handle.net/2005/3156

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


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

4. Αλ Θαούμπτα, Τζαφάρ. Πειραματική μελέτη της απόκρισης μονόροφων δύστυλων πλαισίων Ο/Σ με τοιχοπληρώσεις, αρχικών και επισκευασμένων, υπό ανακυκλιζόμενη οριζόντια φόρτιση.

Degree: 2009, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

An original experimental investigation was carried out in the Laboratory of Strength of Materials and Structures at Aristotle University of Thessaloniki that includes single story… (more)

Subjects/Keywords: Τοιχοπληρωμένα πλαίσια οπλισμένου σκυροδέματος; Σεισμικού τύπου ανακυκλιζόμενη φόρτιση; Τεχνική επισκευών; Επιρροή του αρμού επαφής πλαισίου Ο/Σ τοιχοπλήρωσης; Μορφές αστοχίας; Masonry infilled reinforced concrete frames; Seismic type cyclic loading; Repair technique; Influence of mortar-joint between R/C frame and masonry ifill; Modes of failure

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APA (6th Edition):

Αλ Θαούμπτα, . . (2009). Πειραματική μελέτη της απόκρισης μονόροφων δύστυλων πλαισίων Ο/Σ με τοιχοπληρώσεις, αρχικών και επισκευασμένων, υπό ανακυκλιζόμενη οριζόντια φόρτιση. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/19995

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):

Αλ Θαούμπτα, Τζαφάρ. “Πειραματική μελέτη της απόκρισης μονόροφων δύστυλων πλαισίων Ο/Σ με τοιχοπληρώσεις, αρχικών και επισκευασμένων, υπό ανακυκλιζόμενη οριζόντια φόρτιση.” 2009. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed September 19, 2019. http://hdl.handle.net/10442/hedi/19995.

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

MLA Handbook (7th Edition):

Αλ Θαούμπτα, Τζαφάρ. “Πειραματική μελέτη της απόκρισης μονόροφων δύστυλων πλαισίων Ο/Σ με τοιχοπληρώσεις, αρχικών και επισκευασμένων, υπό ανακυκλιζόμενη οριζόντια φόρτιση.” 2009. Web. 19 Sep 2019.

Vancouver:

Αλ Θαούμπτα . Πειραματική μελέτη της απόκρισης μονόροφων δύστυλων πλαισίων Ο/Σ με τοιχοπληρώσεις, αρχικών και επισκευασμένων, υπό ανακυκλιζόμενη οριζόντια φόρτιση. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2009. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10442/hedi/19995.

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

Council of Science Editors:

Αλ Θαούμπτα . Πειραματική μελέτη της απόκρισης μονόροφων δύστυλων πλαισίων Ο/Σ με τοιχοπληρώσεις, αρχικών και επισκευασμένων, υπό ανακυκλιζόμενη οριζόντια φόρτιση. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2009. Available from: http://hdl.handle.net/10442/hedi/19995

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

5. Σκαφιδά, Σταυρούλα. Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα.

Degree: 2013, University of Patras

Το θέμα της παρούσας εργασίας αφορά την αποτίμηση της απόκρισης των τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος, έναν τομέα που έχει απασχολήσει πληθώρα ερευνητών τις τελευταίες δεκαετίες.… (more)

Subjects/Keywords: Τοιχοπληρωμένα πλαίσια; Ανακυκλιζόμενη φόρτιση; 624.177 3; Infilled frames; Cyclic loading

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APA (6th Edition):

Σκαφιδά, . (2013). Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/6952

Chicago Manual of Style (16th Edition):

Σκαφιδά, Σταυρούλα. “Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα.” 2013. Masters Thesis, University of Patras. Accessed September 19, 2019. http://hdl.handle.net/10889/6952.

MLA Handbook (7th Edition):

Σκαφιδά, Σταυρούλα. “Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα.” 2013. Web. 19 Sep 2019.

Vancouver:

Σκαφιδά . Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα. [Internet] [Masters thesis]. University of Patras; 2013. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10889/6952.

Council of Science Editors:

Σκαφιδά . Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα. [Masters Thesis]. University of Patras; 2013. Available from: http://hdl.handle.net/10889/6952

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

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 September 19, 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. 19 Sep 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 Sep 19]. 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


Penn State University

7. Aliaari, Mohammad. Development of Seismic Infill Wall Isolator Subframe (SIWIS) System.

Degree: PhD, Architectural Engineering, 2004, Penn State University

 The Seismic Infill Wall Isolator Subframe (SIWIS) system is developed in this study for use in building frames with masonry infill walls in order to… (more)

Subjects/Keywords: Nonlinear Analysis; Finite Element Method; Seismic Response; Masonry Walls; Infill Walls; Infilled Frames; Experimental Test

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

APA (6th Edition):

Aliaari, M. (2004). Development of Seismic Infill Wall Isolator Subframe (SIWIS) System. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/6488

Chicago Manual of Style (16th Edition):

Aliaari, Mohammad. “Development of Seismic Infill Wall Isolator Subframe (SIWIS) System.” 2004. Doctoral Dissertation, Penn State University. Accessed September 19, 2019. https://etda.libraries.psu.edu/catalog/6488.

MLA Handbook (7th Edition):

Aliaari, Mohammad. “Development of Seismic Infill Wall Isolator Subframe (SIWIS) System.” 2004. Web. 19 Sep 2019.

Vancouver:

Aliaari M. Development of Seismic Infill Wall Isolator Subframe (SIWIS) System. [Internet] [Doctoral dissertation]. Penn State University; 2004. [cited 2019 Sep 19]. Available from: https://etda.libraries.psu.edu/catalog/6488.

Council of Science Editors:

Aliaari M. Development of Seismic Infill Wall Isolator Subframe (SIWIS) System. [Doctoral Dissertation]. Penn State University; 2004. Available from: https://etda.libraries.psu.edu/catalog/6488

8. 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 September 19, 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. 19 Sep 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 Sep 19]. 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


Dalhousie University

9. Behnam Manesh, Pouria. Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading.

Degree: Master of Applied Science, Department of Civil Engineering, 2013, Dalhousie University

Masonry infilled steel frames tested under combined axial and lateral loading. Behaviour as affected by axial load, grouting, aspect ratio and openings discussed. Correlation between… (more)

Subjects/Keywords: Masonry; Infilled Frame; Lateral Loading; Concrete Masonry Unit; Combined Axial and Lateral Loading

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APA (6th Edition):

Behnam Manesh, P. (2013). Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/38619

Chicago Manual of Style (16th Edition):

Behnam Manesh, Pouria. “Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading.” 2013. Masters Thesis, Dalhousie University. Accessed September 19, 2019. http://hdl.handle.net/10222/38619.

MLA Handbook (7th Edition):

Behnam Manesh, Pouria. “Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading.” 2013. Web. 19 Sep 2019.

Vancouver:

Behnam Manesh P. Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading. [Internet] [Masters thesis]. Dalhousie University; 2013. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10222/38619.

Council of Science Editors:

Behnam Manesh P. Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading. [Masters Thesis]. Dalhousie University; 2013. Available from: http://hdl.handle.net/10222/38619


McGill University

10. Gallagher, Alicia. Performance of Seismically Deficient Existing Braced Steel Frame Structures With Flexible Diaphragms in Halifax.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 2012, McGill University

Note:

Concentrically braced frames (CBFs) have been one of the fundamental structural systems for lateral force resistance chosen by designers for low-rise steel construction since… (more)

Subjects/Keywords: Steel Frames; Flexible Diaphragms

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APA (6th Edition):

Gallagher, A. (2012). Performance of Seismically Deficient Existing Braced Steel Frame Structures With Flexible Diaphragms in Halifax. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile164526.pdf

Chicago Manual of Style (16th Edition):

Gallagher, Alicia. “Performance of Seismically Deficient Existing Braced Steel Frame Structures With Flexible Diaphragms in Halifax.” 2012. Masters Thesis, McGill University. Accessed September 19, 2019. http://digitool.library.mcgill.ca/thesisfile164526.pdf.

MLA Handbook (7th Edition):

Gallagher, Alicia. “Performance of Seismically Deficient Existing Braced Steel Frame Structures With Flexible Diaphragms in Halifax.” 2012. Web. 19 Sep 2019.

Vancouver:

Gallagher A. Performance of Seismically Deficient Existing Braced Steel Frame Structures With Flexible Diaphragms in Halifax. [Internet] [Masters thesis]. McGill University; 2012. [cited 2019 Sep 19]. Available from: http://digitool.library.mcgill.ca/thesisfile164526.pdf.

Council of Science Editors:

Gallagher A. Performance of Seismically Deficient Existing Braced Steel Frame Structures With Flexible Diaphragms in Halifax. [Masters Thesis]. McGill University; 2012. Available from: http://digitool.library.mcgill.ca/thesisfile164526.pdf


Queensland University of Technology

11. Dorji, Jigme. Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan.

Degree: 2009, Queensland University of Technology

 The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high… (more)

Subjects/Keywords: Infilled frames; seismic response; influence; RC buildings; stiffness; performance; infill; inter-storey drift ratios; fundamental period; soft-storey

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

APA (6th Edition):

Dorji, J. (2009). Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/29689/

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):

Dorji, Jigme. “Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan.” 2009. Thesis, Queensland University of Technology. Accessed September 19, 2019. https://eprints.qut.edu.au/29689/.

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

MLA Handbook (7th Edition):

Dorji, Jigme. “Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan.” 2009. Web. 19 Sep 2019.

Vancouver:

Dorji J. Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan. [Internet] [Thesis]. Queensland University of Technology; 2009. [cited 2019 Sep 19]. Available from: https://eprints.qut.edu.au/29689/.

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

Council of Science Editors:

Dorji J. Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan. [Thesis]. Queensland University of Technology; 2009. Available from: https://eprints.qut.edu.au/29689/

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

12. Fernando César Alvarenga Rosa Madia. Estudo de pórticos preenchidos com alvenaria.

Degree: 2012, Universidade Federal de São Carlos

O presente trabalho propõe realizar um estudo da arte sobre o comportamento de estruturas aporticadas preenchidas com painéis de alvenaria, para fim de contraventamento de… (more)

Subjects/Keywords: CONSTRUCAO CIVIL; Equivalent diagonal; Masonry infill; Infilled frame; Alvenaria; Pórticos estruturais; Cálculo - método; Alvenaria de enchimento; Pórtico preenchido; Diagonais equivalentes

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

APA (6th Edition):

Madia, F. C. A. R. (2012). Estudo de pórticos preenchidos com alvenaria. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=5249

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):

Madia, Fernando César Alvarenga Rosa. “Estudo de pórticos preenchidos com alvenaria.” 2012. Thesis, Universidade Federal de São Carlos. Accessed September 19, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=5249.

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

MLA Handbook (7th Edition):

Madia, Fernando César Alvarenga Rosa. “Estudo de pórticos preenchidos com alvenaria.” 2012. Web. 19 Sep 2019.

Vancouver:

Madia FCAR. Estudo de pórticos preenchidos com alvenaria. [Internet] [Thesis]. Universidade Federal de São Carlos; 2012. [cited 2019 Sep 19]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=5249.

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

Council of Science Editors:

Madia FCAR. Estudo de pórticos preenchidos com alvenaria. [Thesis]. Universidade Federal de São Carlos; 2012. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=5249

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

13. Κακαλέτσης, Δημήτριος. Διερεύνηση της συμπεριφοράς ορθογωνικών τοιχοπληρωμένων πλαισίων ωπλισμένου σκυροδέματος με ανοίγματα υπό μεγάλου εύρους οριζόντιες κυκλικές μετατοπίσεις.

Degree: 2008, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ)

Subjects/Keywords: Τοιχοπληρωμένα πλαίσια οπλισμένου σκυροδέματος; Ανοίγματα παραθύρων; Ανοίγματα θυρών; Αντοχή τοιχοποιΐας; Κυκλική φόρτιση; Πειραματικά αποτελέσματα; Πλαστική ανάλυση; Αναλυτική προσομοίωση; Infilled R/C frames; Window openings; Door openings; Masonry strength; Cyclic loading; Experimental results; Plastic analysis; Analytical modeling

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

APA (6th Edition):

Κακαλέτσης, . . (2008). Διερεύνηση της συμπεριφοράς ορθογωνικών τοιχοπληρωμένων πλαισίων ωπλισμένου σκυροδέματος με ανοίγματα υπό μεγάλου εύρους οριζόντιες κυκλικές μετατοπίσεις. (Thesis). Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/21044

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):

Κακαλέτσης, Δημήτριος. “Διερεύνηση της συμπεριφοράς ορθογωνικών τοιχοπληρωμένων πλαισίων ωπλισμένου σκυροδέματος με ανοίγματα υπό μεγάλου εύρους οριζόντιες κυκλικές μετατοπίσεις.” 2008. Thesis, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Accessed September 19, 2019. http://hdl.handle.net/10442/hedi/21044.

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

MLA Handbook (7th Edition):

Κακαλέτσης, Δημήτριος. “Διερεύνηση της συμπεριφοράς ορθογωνικών τοιχοπληρωμένων πλαισίων ωπλισμένου σκυροδέματος με ανοίγματα υπό μεγάλου εύρους οριζόντιες κυκλικές μετατοπίσεις.” 2008. Web. 19 Sep 2019.

Vancouver:

Κακαλέτσης . Διερεύνηση της συμπεριφοράς ορθογωνικών τοιχοπληρωμένων πλαισίων ωπλισμένου σκυροδέματος με ανοίγματα υπό μεγάλου εύρους οριζόντιες κυκλικές μετατοπίσεις. [Internet] [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2008. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10442/hedi/21044.

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

Council of Science Editors:

Κακαλέτσης . Διερεύνηση της συμπεριφοράς ορθογωνικών τοιχοπληρωμένων πλαισίων ωπλισμένου σκυροδέματος με ανοίγματα υπό μεγάλου εύρους οριζόντιες κυκλικές μετατοπίσεις. [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2008. Available from: http://hdl.handle.net/10442/hedi/21044

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


Virginia Tech

14. Atlayan, Ozgur. Hybrid Steel Frames.

Degree: PhD, Civil Engineering, 2013, Virginia Tech

 The buildings that are designed according to the building codes generally perform well at severe performance objectives (like life safety) under high earthquake hazard levels.… (more)

Subjects/Keywords: Seismic design; Structural steel; Buckling Restrained Braced Frames; Moment Resisting Steel Frames; Low Strength Steel

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

APA (6th Edition):

Atlayan, O. (2013). Hybrid Steel Frames. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50562

Chicago Manual of Style (16th Edition):

Atlayan, Ozgur. “Hybrid Steel Frames.” 2013. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/50562.

MLA Handbook (7th Edition):

Atlayan, Ozgur. “Hybrid Steel Frames.” 2013. Web. 19 Sep 2019.

Vancouver:

Atlayan O. Hybrid Steel Frames. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/50562.

Council of Science Editors:

Atlayan O. Hybrid Steel Frames. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/50562


Colorado State University

15. Qin, Chao. Collapse simulations of steel buildings under fire.

Degree: MS(M.S.), Civil and Environmental Engineering, 2016, Colorado State University

 Collapse analysis of steel structures under extreme hazards has been placed on the forefront of research in recent decades. This was primarily motivated by the… (more)

Subjects/Keywords: Collapse; Steel bulidings; Fire; Brace Frames

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

APA (6th Edition):

Qin, C. (2016). Collapse simulations of steel buildings under fire. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/176685

Chicago Manual of Style (16th Edition):

Qin, Chao. “Collapse simulations of steel buildings under fire.” 2016. Masters Thesis, Colorado State University. Accessed September 19, 2019. http://hdl.handle.net/10217/176685.

MLA Handbook (7th Edition):

Qin, Chao. “Collapse simulations of steel buildings under fire.” 2016. Web. 19 Sep 2019.

Vancouver:

Qin C. Collapse simulations of steel buildings under fire. [Internet] [Masters thesis]. Colorado State University; 2016. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10217/176685.

Council of Science Editors:

Qin C. Collapse simulations of steel buildings under fire. [Masters Thesis]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/176685


Universitat Politècnica de València

16. Gómez Martínez, Fernando. FAST simplified vulnerability approach for seismic assessment of infilled RC MRF buildings and its application to the 2011 Lorca (Spain) earthquake .

Degree: 2015, Universitat Politècnica de València

 [EN] A simplified analytical method ("FAST") for the estimation of large-scale vulnerability of Reinforced Concrete (RC) Moment Resisting Frames with masonry infills is proposed and… (more)

Subjects/Keywords: Vulnerability; FAST; Infilled frames; Pilotis; Damage States; EMS-98; Lorca earthquake; Period; Eurocode 8; NCSE-02; Wide beams; Behaviour factor; Capacity design; Brittle failures

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

APA (6th Edition):

Gómez Martínez, F. (2015). FAST simplified vulnerability approach for seismic assessment of infilled RC MRF buildings and its application to the 2011 Lorca (Spain) earthquake . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/54780

Chicago Manual of Style (16th Edition):

Gómez Martínez, Fernando. “FAST simplified vulnerability approach for seismic assessment of infilled RC MRF buildings and its application to the 2011 Lorca (Spain) earthquake .” 2015. Doctoral Dissertation, Universitat Politècnica de València. Accessed September 19, 2019. http://hdl.handle.net/10251/54780.

MLA Handbook (7th Edition):

Gómez Martínez, Fernando. “FAST simplified vulnerability approach for seismic assessment of infilled RC MRF buildings and its application to the 2011 Lorca (Spain) earthquake .” 2015. Web. 19 Sep 2019.

Vancouver:

Gómez Martínez F. FAST simplified vulnerability approach for seismic assessment of infilled RC MRF buildings and its application to the 2011 Lorca (Spain) earthquake . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2015. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10251/54780.

Council of Science Editors:

Gómez Martínez F. FAST simplified vulnerability approach for seismic assessment of infilled RC MRF buildings and its application to the 2011 Lorca (Spain) earthquake . [Doctoral Dissertation]. Universitat Politècnica de València; 2015. Available from: http://hdl.handle.net/10251/54780


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

17. Σούλης, Βασίλειος. Διερεύνηση της αριθμητικής προσομοίωσης τοιχοπληρωμένων πλαισιακών φορέων Ο/Σ υπό σεισμικού τύπου φορτίσεις.

Degree: 2009, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

Subjects/Keywords: Αριθμητική προσομιίωση; Τοιχοποιίες; Τοιχοπληρωμένα πλαίσια οπλισμένου σκυροδέματος; Περιμετρικός αρμός; Μη γραμμική ανάλυση; Ανακυκλιζόμενη φόρτιση; Ανάλυση τύπου " push over "; Ισοδύναμη ελαστική ανάλυση; Numedical simulation; Masonry infilled R/C frames; Infill - R/C frame jont; Non - linear analysis; Push over anaysis; Cyclic loading; Equivalent elastix analysis

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

APA (6th Edition):

Σούλης, . . (2009). Διερεύνηση της αριθμητικής προσομοίωσης τοιχοπληρωμένων πλαισιακών φορέων Ο/Σ υπό σεισμικού τύπου φορτίσεις. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/23778

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):

Σούλης, Βασίλειος. “Διερεύνηση της αριθμητικής προσομοίωσης τοιχοπληρωμένων πλαισιακών φορέων Ο/Σ υπό σεισμικού τύπου φορτίσεις.” 2009. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed September 19, 2019. http://hdl.handle.net/10442/hedi/23778.

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

MLA Handbook (7th Edition):

Σούλης, Βασίλειος. “Διερεύνηση της αριθμητικής προσομοίωσης τοιχοπληρωμένων πλαισιακών φορέων Ο/Σ υπό σεισμικού τύπου φορτίσεις.” 2009. Web. 19 Sep 2019.

Vancouver:

Σούλης . Διερεύνηση της αριθμητικής προσομοίωσης τοιχοπληρωμένων πλαισιακών φορέων Ο/Σ υπό σεισμικού τύπου φορτίσεις. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2009. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10442/hedi/23778.

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

Council of Science Editors:

Σούλης . Διερεύνηση της αριθμητικής προσομοίωσης τοιχοπληρωμένων πλαισιακών φορέων Ο/Σ υπό σεισμικού τύπου φορτίσεις. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2009. Available from: http://hdl.handle.net/10442/hedi/23778

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


University of Tennessee – Knoxville

18. Talley, Peter C. Capacity design methods for strongback braced frames.

Degree: MS, Civil Engineering, 2018, University of Tennessee – Knoxville

 When subjected to strong earthquake ground motions, conventional steel braced frames are vulnerable to soft-story mechanisms, whereby the weakest story accumulates more damage relative to… (more)

Subjects/Keywords: capacity design; strongback; steel braced frames; elastic spine frames; design methods; FEMA P695

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

APA (6th Edition):

Talley, P. C. (2018). Capacity design methods for strongback braced frames. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/5359

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):

Talley, Peter C. “Capacity design methods for strongback braced frames.” 2018. Thesis, University of Tennessee – Knoxville. Accessed September 19, 2019. https://trace.tennessee.edu/utk_gradthes/5359.

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

MLA Handbook (7th Edition):

Talley, Peter C. “Capacity design methods for strongback braced frames.” 2018. Web. 19 Sep 2019.

Vancouver:

Talley PC. Capacity design methods for strongback braced frames. [Internet] [Thesis]. University of Tennessee – Knoxville; 2018. [cited 2019 Sep 19]. Available from: https://trace.tennessee.edu/utk_gradthes/5359.

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

Council of Science Editors:

Talley PC. Capacity design methods for strongback braced frames. [Thesis]. University of Tennessee – Knoxville; 2018. Available from: https://trace.tennessee.edu/utk_gradthes/5359

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


Virginia Tech

19. Salinas Guayacundo, Daniel Ricardo. Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 Non-ductile Reinforced Concrete Frames (RCF) with and without Unreinforced Masonry (URM) infills can be found in many places around the world including the Western United… (more)

Subjects/Keywords: Masonry infills; Nonlinear reinforced concrete frames; Nonlinear finite element analysis; Truss analysis

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

APA (6th Edition):

Salinas Guayacundo, D. R. (2016). Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/79790

Chicago Manual of Style (16th Edition):

Salinas Guayacundo, Daniel Ricardo. “Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills.” 2016. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/79790.

MLA Handbook (7th Edition):

Salinas Guayacundo, Daniel Ricardo. “Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills.” 2016. Web. 19 Sep 2019.

Vancouver:

Salinas Guayacundo DR. Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/79790.

Council of Science Editors:

Salinas Guayacundo DR. Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/79790

20. ΣΑΡΗΓΙΑΝΝΗΣ, ΔΗΜΟΣΘΕΝΗΣ. ΠΕΙΡΑΜΑΤΙΚΗ ΕΡΕΥΝΑ ΕΠΙΣΚΕΥΑΣΜΕΝΩΝ ΠΛΑΙΣΙΩΝ ΣΚΥΡΟΔΕΜΑΤΟΣ ΜΕ ΔΙΑΦΟΡΕΣ ΤΕΧΝΙΚΕΣ ΤΟΙΧΟΠΛΗΡΩΣΕΩΣ ΥΠΟ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΦΟΡΤΙΣΗ.

Degree: 1989, Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH)

IN THE DEPARTMENT OF CIVIL ENGINEERING OF THE ARISTOTELIAN UNIVERSITY OF THESSALONIKI AN EXTENSIVE EXPERIMENTAL AND ANALYTICAL RESEARCH PROGRAM IS CARRIED OUT, IN ORDER TO… (more)

Subjects/Keywords: INFILL TECHNIQUES; INFILLED FRAMES; REPAIRED FRAMES; RETROFITING; STREMOTHENING; Ενίσχυση; ΕΠΙΣΚΕΥΑΣΜΕΝΑ ΠΛΑΙΣΙΑ; ΤΕΧΝΙΚΕΣ ΤΟΙΧΟΠΛΗΡΩΣΗΣ; ΤΟΙΧΟΠΛΗΡΩΝΑ ΠΛΑΙΣΙΑ

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APA (6th Edition):

ΣΑΡΗΓΙΑΝΝΗΣ, . (1989). ΠΕΙΡΑΜΑΤΙΚΗ ΕΡΕΥΝΑ ΕΠΙΣΚΕΥΑΣΜΕΝΩΝ ΠΛΑΙΣΙΩΝ ΣΚΥΡΟΔΕΜΑΤΟΣ ΜΕ ΔΙΑΦΟΡΕΣ ΤΕΧΝΙΚΕΣ ΤΟΙΧΟΠΛΗΡΩΣΕΩΣ ΥΠΟ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΦΟΡΤΙΣΗ. (Thesis). Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH). Retrieved from http://hdl.handle.net/10442/hedi/1398

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):

ΣΑΡΗΓΙΑΝΝΗΣ, ΔΗΜΟΣΘΕΝΗΣ. “ΠΕΙΡΑΜΑΤΙΚΗ ΕΡΕΥΝΑ ΕΠΙΣΚΕΥΑΣΜΕΝΩΝ ΠΛΑΙΣΙΩΝ ΣΚΥΡΟΔΕΜΑΤΟΣ ΜΕ ΔΙΑΦΟΡΕΣ ΤΕΧΝΙΚΕΣ ΤΟΙΧΟΠΛΗΡΩΣΕΩΣ ΥΠΟ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΦΟΡΤΙΣΗ.” 1989. Thesis, Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH). Accessed September 19, 2019. http://hdl.handle.net/10442/hedi/1398.

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

MLA Handbook (7th Edition):

ΣΑΡΗΓΙΑΝΝΗΣ, ΔΗΜΟΣΘΕΝΗΣ. “ΠΕΙΡΑΜΑΤΙΚΗ ΕΡΕΥΝΑ ΕΠΙΣΚΕΥΑΣΜΕΝΩΝ ΠΛΑΙΣΙΩΝ ΣΚΥΡΟΔΕΜΑΤΟΣ ΜΕ ΔΙΑΦΟΡΕΣ ΤΕΧΝΙΚΕΣ ΤΟΙΧΟΠΛΗΡΩΣΕΩΣ ΥΠΟ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΦΟΡΤΙΣΗ.” 1989. Web. 19 Sep 2019.

Vancouver:

ΣΑΡΗΓΙΑΝΝΗΣ . ΠΕΙΡΑΜΑΤΙΚΗ ΕΡΕΥΝΑ ΕΠΙΣΚΕΥΑΣΜΕΝΩΝ ΠΛΑΙΣΙΩΝ ΣΚΥΡΟΔΕΜΑΤΟΣ ΜΕ ΔΙΑΦΟΡΕΣ ΤΕΧΝΙΚΕΣ ΤΟΙΧΟΠΛΗΡΩΣΕΩΣ ΥΠΟ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΦΟΡΤΙΣΗ. [Internet] [Thesis]. Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH); 1989. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10442/hedi/1398.

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

Council of Science Editors:

ΣΑΡΗΓΙΑΝΝΗΣ . ΠΕΙΡΑΜΑΤΙΚΗ ΕΡΕΥΝΑ ΕΠΙΣΚΕΥΑΣΜΕΝΩΝ ΠΛΑΙΣΙΩΝ ΣΚΥΡΟΔΕΜΑΤΟΣ ΜΕ ΔΙΑΦΟΡΕΣ ΤΕΧΝΙΚΕΣ ΤΟΙΧΟΠΛΗΡΩΣΕΩΣ ΥΠΟ ΑΝΑΚΥΚΛΙΖΟΜΕΝΗ ΦΟΡΤΙΣΗ. [Thesis]. Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH); 1989. Available from: http://hdl.handle.net/10442/hedi/1398

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


University of Alberta

21. MacPhedran, Ian James. Frame stability considering member interaction and compatibility of warping deformations.

Degree: PhD, Department of Civil and Environmental Engineering, 2009, University of Alberta

Steel moment frames are often used in structures to provide lateral strength and stiffness to the structure. These frames are subject to failure modes including… (more)

Subjects/Keywords: structural design; structural stability; beam column; steel structures; steel frames; structural analysis; torsional warping

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APA (6th Edition):

MacPhedran, I. J. (2009). Frame stability considering member interaction and compatibility of warping deformations. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/sb3979819

Chicago Manual of Style (16th Edition):

MacPhedran, Ian James. “Frame stability considering member interaction and compatibility of warping deformations.” 2009. Doctoral Dissertation, University of Alberta. Accessed September 19, 2019. https://era.library.ualberta.ca/files/sb3979819.

MLA Handbook (7th Edition):

MacPhedran, Ian James. “Frame stability considering member interaction and compatibility of warping deformations.” 2009. Web. 19 Sep 2019.

Vancouver:

MacPhedran IJ. Frame stability considering member interaction and compatibility of warping deformations. [Internet] [Doctoral dissertation]. University of Alberta; 2009. [cited 2019 Sep 19]. Available from: https://era.library.ualberta.ca/files/sb3979819.

Council of Science Editors:

MacPhedran IJ. Frame stability considering member interaction and compatibility of warping deformations. [Doctoral Dissertation]. University of Alberta; 2009. Available from: https://era.library.ualberta.ca/files/sb3979819


University of Sheffield

22. Chikho, Abdul Hakim. Frame behaviour with semi-rigid connections.

Degree: PhD, 1989, University of Sheffield

 In this thesis both analytical and design studies have been conducted on the behaviour of fully and semi-rigidly connected multistorey steel frames. Many topics have… (more)

Subjects/Keywords: 624.1; Steel frames; Multistorey

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APA (6th Edition):

Chikho, A. H. (1989). Frame behaviour with semi-rigid connections. (Doctoral Dissertation). University of Sheffield. Retrieved from http://etheses.whiterose.ac.uk/3067/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.388190

Chicago Manual of Style (16th Edition):

Chikho, Abdul Hakim. “Frame behaviour with semi-rigid connections.” 1989. Doctoral Dissertation, University of Sheffield. Accessed September 19, 2019. http://etheses.whiterose.ac.uk/3067/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.388190.

MLA Handbook (7th Edition):

Chikho, Abdul Hakim. “Frame behaviour with semi-rigid connections.” 1989. Web. 19 Sep 2019.

Vancouver:

Chikho AH. Frame behaviour with semi-rigid connections. [Internet] [Doctoral dissertation]. University of Sheffield; 1989. [cited 2019 Sep 19]. Available from: http://etheses.whiterose.ac.uk/3067/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.388190.

Council of Science Editors:

Chikho AH. Frame behaviour with semi-rigid connections. [Doctoral Dissertation]. University of Sheffield; 1989. Available from: http://etheses.whiterose.ac.uk/3067/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.388190


University of Hong Kong

23. Choi, Ching-kui. An investigation of rigid-jointed rectangular braced steel frames.

Degree: MSin Engineering, 1970, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Science in Engineering

Subjects/Keywords: Steel, Structural.; Structural frames.

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APA (6th Edition):

Choi, C. (1970). An investigation of rigid-jointed rectangular braced steel frames. (Masters Thesis). University of Hong Kong. Retrieved from Choi, C. [蔡正矩]. (1970). An investigation of rigid-jointed rectangular braced steel frames. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125216 ; http://dx.doi.org/10.5353/th_b3125216 ; http://hdl.handle.net/10722/37086

Chicago Manual of Style (16th Edition):

Choi, Ching-kui. “An investigation of rigid-jointed rectangular braced steel frames.” 1970. Masters Thesis, University of Hong Kong. Accessed September 19, 2019. Choi, C. [蔡正矩]. (1970). An investigation of rigid-jointed rectangular braced steel frames. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125216 ; http://dx.doi.org/10.5353/th_b3125216 ; http://hdl.handle.net/10722/37086.

MLA Handbook (7th Edition):

Choi, Ching-kui. “An investigation of rigid-jointed rectangular braced steel frames.” 1970. Web. 19 Sep 2019.

Vancouver:

Choi C. An investigation of rigid-jointed rectangular braced steel frames. [Internet] [Masters thesis]. University of Hong Kong; 1970. [cited 2019 Sep 19]. Available from: Choi, C. [蔡正矩]. (1970). An investigation of rigid-jointed rectangular braced steel frames. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125216 ; http://dx.doi.org/10.5353/th_b3125216 ; http://hdl.handle.net/10722/37086.

Council of Science Editors:

Choi C. An investigation of rigid-jointed rectangular braced steel frames. [Masters Thesis]. University of Hong Kong; 1970. Available from: Choi, C. [蔡正矩]. (1970). An investigation of rigid-jointed rectangular braced steel frames. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125216 ; http://dx.doi.org/10.5353/th_b3125216 ; http://hdl.handle.net/10722/37086


University of Toronto

24. Tan, Kyla Gwen. Replaceable Cast Steel Links for Eccentrically Braced Frames.

Degree: 2014, University of Toronto

The application of eccentrically braced frames (EBFs) as the lateral load resisting system of a structure has become increasingly popular for their stiffness and ductility.… (more)

Subjects/Keywords: steel; earthquake; structural; seismic; braced frames; design; 0543

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APA (6th Edition):

Tan, K. G. (2014). Replaceable Cast Steel Links for Eccentrically Braced Frames. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/72546

Chicago Manual of Style (16th Edition):

Tan, Kyla Gwen. “Replaceable Cast Steel Links for Eccentrically Braced Frames.” 2014. Masters Thesis, University of Toronto. Accessed September 19, 2019. http://hdl.handle.net/1807/72546.

MLA Handbook (7th Edition):

Tan, Kyla Gwen. “Replaceable Cast Steel Links for Eccentrically Braced Frames.” 2014. Web. 19 Sep 2019.

Vancouver:

Tan KG. Replaceable Cast Steel Links for Eccentrically Braced Frames. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/1807/72546.

Council of Science Editors:

Tan KG. Replaceable Cast Steel Links for Eccentrically Braced Frames. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/72546


University of Arizona

25. Liu, Soung-Nan, 1936-. Analysis of semi-rigid frames .

Degree: 1965, University of Arizona

Subjects/Keywords: Steel, Structural.; Structural frames.

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APA (6th Edition):

Liu, Soung-Nan, 1. (1965). Analysis of semi-rigid frames . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/318424

Chicago Manual of Style (16th Edition):

Liu, Soung-Nan, 1936-. “Analysis of semi-rigid frames .” 1965. Masters Thesis, University of Arizona. Accessed September 19, 2019. http://hdl.handle.net/10150/318424.

MLA Handbook (7th Edition):

Liu, Soung-Nan, 1936-. “Analysis of semi-rigid frames .” 1965. Web. 19 Sep 2019.

Vancouver:

Liu, Soung-Nan 1. Analysis of semi-rigid frames . [Internet] [Masters thesis]. University of Arizona; 1965. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10150/318424.

Council of Science Editors:

Liu, Soung-Nan 1. Analysis of semi-rigid frames . [Masters Thesis]. University of Arizona; 1965. Available from: http://hdl.handle.net/10150/318424


San Jose State University

26. Knutsen, Matthew. Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings.

Degree: MS, Civil Engineering, 2010, San Jose State University

  A preliminary quantitative analysis of steel moment resisting frames as the lateral force-resisting system for light-framed wood buildings was completed to identify issues requiring… (more)

Subjects/Keywords: commercial building; inelastic analysis; steel moment frames; wood

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

APA (6th Edition):

Knutsen, M. (2010). Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings. (Masters Thesis). San Jose State University. Retrieved from https://doi.org/10.31979/etd.qqr7-bscq ; https://scholarworks.sjsu.edu/etd_theses/3871

Chicago Manual of Style (16th Edition):

Knutsen, Matthew. “Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings.” 2010. Masters Thesis, San Jose State University. Accessed September 19, 2019. https://doi.org/10.31979/etd.qqr7-bscq ; https://scholarworks.sjsu.edu/etd_theses/3871.

MLA Handbook (7th Edition):

Knutsen, Matthew. “Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings.” 2010. Web. 19 Sep 2019.

Vancouver:

Knutsen M. Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings. [Internet] [Masters thesis]. San Jose State University; 2010. [cited 2019 Sep 19]. Available from: https://doi.org/10.31979/etd.qqr7-bscq ; https://scholarworks.sjsu.edu/etd_theses/3871.

Council of Science Editors:

Knutsen M. Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings. [Masters Thesis]. San Jose State University; 2010. Available from: https://doi.org/10.31979/etd.qqr7-bscq ; https://scholarworks.sjsu.edu/etd_theses/3871


University of Sydney

27. Liu, Haoyu. System reliability calibrations for the Direct Design Method of planar steel frames with partially restrained connections .

Degree: 2018, University of Sydney

 The system-based design approach for steel structures using advanced structural analysis, referred to as the Direct Design Method (DDM), has gained much research interest from… (more)

Subjects/Keywords: planar steel frames; system reliability; DDM; partially restrained connections; LRFD

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APA (6th Edition):

Liu, H. (2018). System reliability calibrations for the Direct Design Method of planar steel frames with partially restrained connections . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/20858

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):

Liu, Haoyu. “System reliability calibrations for the Direct Design Method of planar steel frames with partially restrained connections .” 2018. Thesis, University of Sydney. Accessed September 19, 2019. http://hdl.handle.net/2123/20858.

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

MLA Handbook (7th Edition):

Liu, Haoyu. “System reliability calibrations for the Direct Design Method of planar steel frames with partially restrained connections .” 2018. Web. 19 Sep 2019.

Vancouver:

Liu H. System reliability calibrations for the Direct Design Method of planar steel frames with partially restrained connections . [Internet] [Thesis]. University of Sydney; 2018. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/2123/20858.

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

Council of Science Editors:

Liu H. System reliability calibrations for the Direct Design Method of planar steel frames with partially restrained connections . [Thesis]. University of Sydney; 2018. Available from: http://hdl.handle.net/2123/20858

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


University of Sydney

28. Shayan, Shabnam. System reliability-based design of 2D steel frames by advanced analysis .

Degree: 2013, University of Sydney

 The design of steel frames by geometric and material nonlinear analysis also referred to as -inelastic‖ or -advanced‖ analysis, is permitted by most specifications such… (more)

Subjects/Keywords: Design (buildings); Frames; Inelastic analysis; Reliability; Steel; Structural engineering

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APA (6th Edition):

Shayan, S. (2013). System reliability-based design of 2D steel frames by advanced analysis . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/10196

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):

Shayan, Shabnam. “System reliability-based design of 2D steel frames by advanced analysis .” 2013. Thesis, University of Sydney. Accessed September 19, 2019. http://hdl.handle.net/2123/10196.

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

MLA Handbook (7th Edition):

Shayan, Shabnam. “System reliability-based design of 2D steel frames by advanced analysis .” 2013. Web. 19 Sep 2019.

Vancouver:

Shayan S. System reliability-based design of 2D steel frames by advanced analysis . [Internet] [Thesis]. University of Sydney; 2013. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/2123/10196.

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

Council of Science Editors:

Shayan S. System reliability-based design of 2D steel frames by advanced analysis . [Thesis]. University of Sydney; 2013. Available from: http://hdl.handle.net/2123/10196

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

29. Gomes, Denise Itajahy Sasaki. Análise não-linear física simplificada de estruturas de contraventamento de edifícios de alvenaria estrutural.

Degree: Mestrado, Estruturas, 2010, University of São Paulo

Neste trabalho são discutidos os aspectos referentes à análise não-linear física de painéis de contraventamento em alvenaria estrutural. O objetivo foi a obtenção de coeficientes… (more)

Subjects/Keywords: Alvenaria estrutural; Análise não-linear simplificada; Elementos finitos; Finite elements; Plane frames; Pórticos planos; Simplified nonlinear analysis; Structural masonry

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APA (6th Edition):

Gomes, D. I. S. (2010). Análise não-linear física simplificada de estruturas de contraventamento de edifícios de alvenaria estrutural. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28072010-095239/ ;

Chicago Manual of Style (16th Edition):

Gomes, Denise Itajahy Sasaki. “Análise não-linear física simplificada de estruturas de contraventamento de edifícios de alvenaria estrutural.” 2010. Masters Thesis, University of São Paulo. Accessed September 19, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28072010-095239/ ;.

MLA Handbook (7th Edition):

Gomes, Denise Itajahy Sasaki. “Análise não-linear física simplificada de estruturas de contraventamento de edifícios de alvenaria estrutural.” 2010. Web. 19 Sep 2019.

Vancouver:

Gomes DIS. Análise não-linear física simplificada de estruturas de contraventamento de edifícios de alvenaria estrutural. [Internet] [Masters thesis]. University of São Paulo; 2010. [cited 2019 Sep 19]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28072010-095239/ ;.

Council of Science Editors:

Gomes DIS. Análise não-linear física simplificada de estruturas de contraventamento de edifícios de alvenaria estrutural. [Masters Thesis]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28072010-095239/ ;


Edith Cowan University

30. Kirch Nienkotter Rocha, Bruna. Intrinsic variations in geometric properties of nonlinear equivalent strut models for infill-RC frames.

Degree: 2019, Edith Cowan University

 Reinforced concrete frames infilled with unreinforced masonry are commonly used in structures worldwide. The interaction between the frame and the infill panel is usually ignored… (more)

Subjects/Keywords: infill-frames; masonry; reinforced-concrete; in-plane; finite element; ANSYS; strut model; OpenSees; Civil and Environmental Engineering

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APA (6th Edition):

Kirch Nienkotter Rocha, B. (2019). Intrinsic variations in geometric properties of nonlinear equivalent strut models for infill-RC frames. (Thesis). Edith Cowan University. Retrieved from https://ro.ecu.edu.au/theses/2187

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):

Kirch Nienkotter Rocha, Bruna. “Intrinsic variations in geometric properties of nonlinear equivalent strut models for infill-RC frames.” 2019. Thesis, Edith Cowan University. Accessed September 19, 2019. https://ro.ecu.edu.au/theses/2187.

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

MLA Handbook (7th Edition):

Kirch Nienkotter Rocha, Bruna. “Intrinsic variations in geometric properties of nonlinear equivalent strut models for infill-RC frames.” 2019. Web. 19 Sep 2019.

Vancouver:

Kirch Nienkotter Rocha B. Intrinsic variations in geometric properties of nonlinear equivalent strut models for infill-RC frames. [Internet] [Thesis]. Edith Cowan University; 2019. [cited 2019 Sep 19]. Available from: https://ro.ecu.edu.au/theses/2187.

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

Council of Science Editors:

Kirch Nienkotter Rocha B. Intrinsic variations in geometric properties of nonlinear equivalent strut models for infill-RC frames. [Thesis]. Edith Cowan University; 2019. Available from: https://ro.ecu.edu.au/theses/2187

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

[1] [2] [3] [4] [5] … [253]

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