Innovative pier comprised of CFST-columns and steel-shear-links: Conception, design principle, experimental investigation-Reference-Cited by-同舟云学术

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Innovative pier comprised of CFST-columns and steel-shear-links: Conception, design principle, experimental investigation

Published:2024-01 Issue: Volume:212 Page:108226
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Liu Xiao-Gang,Li Si-Da,Fan Jian-Sheng,Sun Ming-De,Shi Long

Funder

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

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

Reference31 articles.

1. Residual displacement response spectrum;Kawashima;J. Struct. Eng. ASCE.,1998

2. Mechanisms of energy absorption in special devices for use in earthquake resistant structures;Kelly;Bull. New Zealand Nat. Soc. Earthquake Eng.,1972

3. Effect of supplemental viscous damping on the seismic response of structural systems with metallic dampers;Vargas;J. Struct. Eng. ASCE,2007

4. Analytical response and design of buildings with metallic structural fuses I;Vargas;J. Struct. Eng. ASCE,2009

5. Experimental response of buildings designed with metallic structural fuses II;Vargas;J. Struct. Eng. ASCE,2009

Cited by 2 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. Collaborative working mechanism and theoretical model of latticed CFST column with energy dissipation steel-shear-links;Journal of Constructional Steel Research;2024-12

2. An efficient nonlinear hybrid model of energy dissipation piers utilizing fiber beam and self-developed hysteretic spring elements;Structures;2024-02

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