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You searched for subject:(Inter storey drift). Showing records 1 – 5 of 5 total matches.

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Queensland University of Technology

1. 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 December 11, 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. 11 Dec 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 Dec 11]. 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


University of Western Ontario

2. Sultana, Papia. Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys.

Degree: 2016, University of Western Ontario

 Although conventional earthquake-resisting structural systems provide the life safety level during earthquakes, they experience significant structural damage when exposed to strong ground shaking that render… (more)

Subjects/Keywords: Seismic performance; Steel moment resisting frames; Maximum inter-storey drift; Maximum residual inter-storey drift; Incremental dynamic analysis; Shape memory alloy; Modular steel building; Braced frames; Bolted connection; Dynamic analysis; Structural Engineering

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APA (6th Edition):

Sultana, P. (2016). Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/4171

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):

Sultana, Papia. “Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys.” 2016. Thesis, University of Western Ontario. Accessed December 11, 2019. https://ir.lib.uwo.ca/etd/4171.

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

MLA Handbook (7th Edition):

Sultana, Papia. “Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys.” 2016. Web. 11 Dec 2019.

Vancouver:

Sultana P. Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys. [Internet] [Thesis]. University of Western Ontario; 2016. [cited 2019 Dec 11]. Available from: https://ir.lib.uwo.ca/etd/4171.

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

Council of Science Editors:

Sultana P. Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys. [Thesis]. University of Western Ontario; 2016. Available from: https://ir.lib.uwo.ca/etd/4171

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


University of Canterbury

3. Uma, S.R. Quantifying building engineering demand parameters in seismic events.

Degree: Civil and Natural Resources Engineering, 2012, University of Canterbury

 Engineering demand parameters (EDPs), such as inter-storey drift or floor acceleration, can be correlated to structural, non-structural and content damage within a structure. While current… (more)

Subjects/Keywords: Engineering demand parameters; non-linear analysis; inter-storey drift; total floor acceleration; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering

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

APA (6th Edition):

Uma, S. R. (2012). Quantifying building engineering demand parameters in seismic events. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8452

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):

Uma, S R. “Quantifying building engineering demand parameters in seismic events.” 2012. Thesis, University of Canterbury. Accessed December 11, 2019. http://hdl.handle.net/10092/8452.

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

MLA Handbook (7th Edition):

Uma, S R. “Quantifying building engineering demand parameters in seismic events.” 2012. Web. 11 Dec 2019.

Vancouver:

Uma SR. Quantifying building engineering demand parameters in seismic events. [Internet] [Thesis]. University of Canterbury; 2012. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10092/8452.

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

Council of Science Editors:

Uma SR. Quantifying building engineering demand parameters in seismic events. [Thesis]. University of Canterbury; 2012. Available from: http://hdl.handle.net/10092/8452

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


Queensland University of Technology

4. Hareer, Rahila Wardak. Seismic response of building façade system with energy absorbing connections.

Degree: 2007, Queensland University of Technology

 Facades are popular in modern buildings and are made of different materials such as pre-cast concrete, glass, aluminium, granite or marble and steel. During recent… (more)

Subjects/Keywords: earthquake; facades; buildings; time histories; connection; stiffness; damping; inter-storey drift; distortion; finite element

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

APA (6th Edition):

Hareer, R. W. (2007). Seismic response of building façade system with energy absorbing connections. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/16537/

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):

Hareer, Rahila Wardak. “Seismic response of building façade system with energy absorbing connections.” 2007. Thesis, Queensland University of Technology. Accessed December 11, 2019. https://eprints.qut.edu.au/16537/.

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

MLA Handbook (7th Edition):

Hareer, Rahila Wardak. “Seismic response of building façade system with energy absorbing connections.” 2007. Web. 11 Dec 2019.

Vancouver:

Hareer RW. Seismic response of building façade system with energy absorbing connections. [Internet] [Thesis]. Queensland University of Technology; 2007. [cited 2019 Dec 11]. Available from: https://eprints.qut.edu.au/16537/.

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

Council of Science Editors:

Hareer RW. Seismic response of building façade system with energy absorbing connections. [Thesis]. Queensland University of Technology; 2007. Available from: https://eprints.qut.edu.au/16537/

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

5. Loulelis, Dimitris. Αντισεισμικός σχεδιασμός επίπεδων μεταλλικών πλαισίων με ιδιομορφικούς συντελεστές συμπεριφοράς και τρεις στάθμες επιτελεστικότητας.

Degree: 2015, University of Patras; Πανεπιστήμιο Πατρών

In this thesis a new performance - based seismic design method of planar steel frames is presented. Two groups of planar steel frames are examined,… (more)

Subjects/Keywords: Αντισεισμικός σχεδιασμός; Σχεδιασμός με βάση την επιτελεστικότητα; Συνάρτηση μεταφοράς; Μετασχηματισμός Fourier; Επεξεργασία σήματος; Ιδιομορφικοί συντελεστές συμπεριφοράς; Ισοδύναμη ιδιομορφική απόσβεση; Ισοδύναμο ελαστικό σύστημα; Ζώνη κόμβου σε διάτμηση; Απομείωση αντοχής χάλυβα; Γωνιακή παραμόρφωση ορόφου; Πλαστιμότητα; Seismic design; Performance based design; Transfer function; Fourier transform; Signal processing; Modal strength reduction factors; Equivalent modal damping; Equivalent linear system; Panel zone; Steel strength degradation; Inter-storey drift; Ductility

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Loulelis, D. (2015). Αντισεισμικός σχεδιασμός επίπεδων μεταλλικών πλαισίων με ιδιομορφικούς συντελεστές συμπεριφοράς και τρεις στάθμες επιτελεστικότητας. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/36834

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):

Loulelis, Dimitris. “Αντισεισμικός σχεδιασμός επίπεδων μεταλλικών πλαισίων με ιδιομορφικούς συντελεστές συμπεριφοράς και τρεις στάθμες επιτελεστικότητας.” 2015. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed December 11, 2019. http://hdl.handle.net/10442/hedi/36834.

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

MLA Handbook (7th Edition):

Loulelis, Dimitris. “Αντισεισμικός σχεδιασμός επίπεδων μεταλλικών πλαισίων με ιδιομορφικούς συντελεστές συμπεριφοράς και τρεις στάθμες επιτελεστικότητας.” 2015. Web. 11 Dec 2019.

Vancouver:

Loulelis D. Αντισεισμικός σχεδιασμός επίπεδων μεταλλικών πλαισίων με ιδιομορφικούς συντελεστές συμπεριφοράς και τρεις στάθμες επιτελεστικότητας. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2015. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10442/hedi/36834.

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

Council of Science Editors:

Loulelis D. Αντισεισμικός σχεδιασμός επίπεδων μεταλλικών πλαισίων με ιδιομορφικούς συντελεστές συμπεριφοράς και τρεις στάθμες επιτελεστικότητας. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2015. Available from: http://hdl.handle.net/10442/hedi/36834

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

.