Seismic behavior of self-centering concrete-filled square steel tubular frame with slit steel plate shear walls-Reference-Cited by-同舟云学术

Seismic behavior of self-centering concrete-filled square steel tubular frame with slit steel plate shear walls

Published:2023-12 Issue: Volume:211 Page:108212
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Liang Wanggeng,Wang Xiantie,Yang Bole,Xie Chuandong,Lu Wenlong

Funder

National Natural Science Foundation of China

Natural Science Basic Research Program of Shaanxi Province

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Direct economic losses in the Northridge earthquake: a three-year post-event perspective;Eguchi;Earthquake Spectra,1998

2. Self-centering seismic lateral force resisting systems: high performance structures for the City of tomorrow;Chancellor;Buildings-Basel.,2014

3. Behavior and design of posttensioned steel frame systems;Garlock;J. Struct. Eng.,2007

4. Seismic behaviour of post-tensioned beam-to-column connection using slender energy-dissipating rectangles;Wang;Eng. Struct.,2022

5. Experimental study on seismic behavior of prefabricated self-centering concrete-filled square steel tubular frame with slotted energy-dissipating plates;Xie;J. Build. Struct.,2023

Cited by 1 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 behavior of partially encased composite columns-steel plate shear wall structure with different semi-rigid joints;Journal of Building Engineering;2024-04