Response modification factor and displacement amplification factor of K-shaped eccentrically braced high-strength steel frames
| Author(s): |
Shen Li
(School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China)
Wang-ge Liang (School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China) Dui-xian Gao (School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China) Xiu-zhen Pan |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Journal of Asian Architecture and Building Engineering, July 2022, n. 6, v. 21 |
| Page(s): | 1-27 |
| DOI: | 10.1080/13467581.2021.1974026 |
| Copyright: | © Shen Li, Wang-ge Liang, Dui-xian Gao, Xiu-zhen Pan |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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data sheet - Reference-ID
10628415 - Published on:
05/09/2021 - Last updated on:
10/12/2022
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