Factors affecting the seismic collapse performance of realistic low‐rise braced frame buildings, including soil structure interaction and foundation flexibility-Reference-Cited by-同舟云学术

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Factors affecting the seismic collapse performance of realistic low‐rise braced frame buildings, including soil structure interaction and foundation flexibility

Published:2022-05-20 Issue:10 Volume:51 Page:2335-2356
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Wichman Sarah¹^ORCID,Berman Jeffrey W.¹,Lehman Dawn E.¹^ORCID,Star Lisa²^ORCID,Moresco Justin³

Affiliation:

1. Department of Civil and Environmental Engineering University of Washington Seattle Washington USA

2. Department of Civil Engineering and Construction Engineering Management California State University Long Beach California USA

3. Director of Projects Applied Technology Council Redwood City California USA

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3666

Reference30 articles.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study;Buildings;2024-07-14

2. Influence of Concentrically Braced Frame Footing Design on Recovery Time;Lecture Notes in Civil Engineering;2024

3. Stability assessment and development of design criteria for SCBF systems with in‐plane buckling braces;Earthquake Engineering & Structural Dynamics;2022-12-29

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