Super elastic system using parallel spine frames with steel braces-Reference-Cited by-同舟云学术

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Super elastic system using parallel spine frames with steel braces

Published:2020-11-06 Issue:3 Volume:50 Page:974-994
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn.

Author:

Chen Xingchen¹^ORCID,Tagawa Hiroshi¹

Affiliation:

1. Graduate School of Advanced Science and Engineering Hiroshima University Japan

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3384

Reference36 articles.

1. Pin-supported walls for enhancing the seismic performance of building structures

2. Lessons from the Behavior of a Monitored 11-Story Building during the 2011 Tohoku Earthquake for Robustness against Design Uncertainties

3. Transforming seismic performance of deficient steel concentrically braced frames through implementation of rocking cores;Qu B;J Struct Eng,2014

4. Seismic performance of controlled spine frames with energy-dissipating members

5. Simplified design procedure for controlled spine frames with energy-dissipating members

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. Seismic performance of rocking‐delayed spine frame system with base initial gaps;Earthquake Engineering and Resilience;2023-03

2. Seismic performance of steel frame structure adopting parallel spine frames with elastic braces;Engineering Structures;2022-09

3. Application of seismic resilient energy-dissipative rocking columns with HSS tension braces in steel frames;Engineering Structures;2022-02

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