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Inelastic seismic response of steel roof deck diaphragms including effects of non-structural components and end laps

Wei Yang

Masters thesis (2003)

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Cite this document: Yang, W. (2003). Inelastic seismic response of steel roof deck diaphragms including effects of non-structural components and end laps (Masters thesis, École Polytechnique de Montréal). Retrieved from https://publications.polymtl.ca/7307/
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Abstract

Nilson -- American iron and steel institute -- Steel deck institute -- Canadian sheet steel building institute -- Connection performance -- Essa et al -- Seismic design code provisions -- Martin -- Torsion analysis -- Roof systems -- The composition of low-slope roofs -- The steel decks -- Roof membrane -- Rigid insulation mateirals -- Thermal barrier, cover board, and vapour retarder -- The mechanical properties of materials -- Selection of a roof system for the test program -- Diaphragm test analysis -- Computer analyses & application of test results -- Dynamic analyses of a medium size building -- Dynamic analyses of a medium size building -- Static analyses of a steel deck panel -- Analysis of torsional effects -- Building description -- Linear and non-linear static analysis -- Linear dynamic analysis (spectrum method) -- Non-linear dynamic analysis (Time history) -- Summary of static, spectrum and dynamic analysis results.

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/58052619
Department: Département des génies civil, géologique et des mines
Date Deposited: 04 Aug 2021 11:05
Last Modified: 25 Aug 2021 14:57
PolyPublie URL: https://publications.polymtl.ca/7307/

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