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Inelastic response of steel roof deck diaphragms under simulated dynamically applied seismic loading

Eric Martin

Masters thesis (2002)

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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.

Open Access document in PolyPublie
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
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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