Eric Martin
Masters thesis (2002)
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Published Version Terms of Use: All rights reserved. Download (26MB) |
Cite this document: | Martin, E. (2002). Inelastic response of steel roof deck diaphragms under simulated dynamically applied seismic loading (Masters thesis, École Polytechnique de Montréal). Retrieved from https://publications.polymtl.ca/8854/ |
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Abstract
National building code of Canada 2004 -- Performance level and acceptance criteria -- Lateral-load resisting system -- S16 -- Diaphragm design -- Past experimental research on diaphragms -- Dynamic loading protocols -- Analytical studies of buildings with flexible diaphragms -- Building analyses -- Building geometry and design -- Analytical model -- Ground motion records -- NBCC 1995 design with button punch-weld deck assemblies -- Choice of loading protocols -- Diaphragm experiments -- Test set-up and instrumentation -- Choice of test specimens and loading protocols -- Steel deck materials properties -- Connection properties -- Choice of loading references -- Signal treatment and removal of inertia forces -- Main test results -- Specimen behaviour -- Data analysis -- Building analysis -- Loading protocols -- Diaphragm tests.
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Additional Information: | Le fichier PDF de ce document a été produit par Bibliothèque et Archives Canada selon les termes du programme Thèses Canada https://canada.on.worldcat.org/oclc/1017553621 |
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Department: | Département des génies civil, géologique et des mines |
Date Deposited: | 04 Aug 2021 11:05 |
Last Modified: | 12 Nov 2021 10:49 |
PolyPublie URL: | https://publications.polymtl.ca/8854/ |
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