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Seismic analysis design of taller eccentrically braced frames

Simona Olivia David

Masters thesis (2009)

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Cite this document: David, S. O. (2009). Seismic analysis design of taller eccentrically braced frames (Masters thesis, École Polytechnique de Montréal). Retrieved from https://publications.polymtl.ca/8302/
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Abstract

Past studies on eccentrically braced frames -- Canadian seismic design provisions for eccentrically braced frames -- Design procedure -- Building geometry and loads -- Second design using the spectral distribution of the seismic force -- Considerations for the nonlinear dynamic time history analysis -- General considerations for the ground motions -- Tools and the modeling assumptions for nonlinear time history dynamic abnalysis -- Post-analysis processes -- Results of the NLTHA and the discussion of the EBF's seismic behaviour -- Response of the links -- The response of other frame members -- Results for total inter storey drifts -- Lateral force distribution -- Relation between the link inelastic shear rotation gcs and the inter-storey drift [delta].

Uncontrolled Keywords

Conception parasismique; Charpentes -- Effets des tremblements de terre sur; Charpentes -- Conception et construction

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/649889328
Department: Département des génies civil, géologique et des mines
Date Deposited: 04 Aug 2021 11:04
Last Modified: 25 Aug 2021 14:59
PolyPublie URL: https://publications.polymtl.ca/8302/

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