Prediction of the peak seismic response of asymmetric buildings under bidirectional horizontal ground motion using equivalent SDOF model-Reference-Cited by-同舟云学术

Prediction of the peak seismic response of asymmetric buildings under bidirectional horizontal ground motion using equivalent SDOF model

Published:2018-01 Issue:1 Volume:1 Page:29-43
ISSN:2475-8876
Container-title:Japan Architectural Review
language:en
Short-container-title:Jpn Archit Rev

Author:

Fujii Kenji¹^ORCID

Affiliation:

1. Department of Architecture Faculty of Creative Engineering Chiba Institute of Technology Narashino‐shi Chiba Japan

Publisher

Wiley

Subject

General Medicine

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.1007

Reference76 articles.

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4. Simple nonlinear seismic analysis of R/C structures;Saiidi M;J Struct Div ASCE,1981

5. FajfarP FischingerM.N2‐a method for non‐linear seismic analysis of regular buildings. In: Proceedings of ninth world conference on earthquake engineering Vol. V:111‐116 Tokyo‐Kyoto Japan 1988.

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