Fiber‐based hysteretic model for simulating strength and stiffness deterioration of steel hollow structural section columns under cyclic loading
Author:
Affiliation:
1. Building Products Engineering Nippon Steel Corporation Chiyoda City Japan
2. Resilient Steel Structures Laboratory (RESSLab) École Polytechnique Fédérale de Lausanne (EPFL) Lausanne Switzerland
Funder
Nippon Steel Corporation
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3324
Reference68 articles.
1. Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions
2. Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame
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