An experimental study on eccentrically braced beam-through steel frames with replaceable shear links-Reference-Cited by-同舟云学术

An experimental study on eccentrically braced beam-through steel frames with replaceable shear links

Published:2020-03 Issue: Volume:206 Page:110185
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yao Zucheng,Wang Wei,Fang Cheng,Zhang Ziyao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. Experimental and numerical investigation on full-scale tension-only concentrically braced steel beam-through frames;Wang;J Constr Steel Res,2013

2. Seismic design of multistory tension-only concentrically braced beam-through frames aimed at uniform inter-story drift;Wang;J Constr Steel Res,2016

3. Full-scale shake table tests of the tension-only concentrically braced steel beam-through frame;Chen;J Constr Steel Res,2018

4. T/CECS 598-2019 Technical specification for buildings with floor-by-floor assembled steel braced frames. Beijing: China planning publishing house, (in Chinese); 2019.

5. Numerical evaluation of the hysteretic behavior of concentrically braced frames and buckling restrained brace frame systems;Naghavi;J Build Eng,2019

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