Seismic behavior of self-centering concrete-filled square steel tubular (CFST) Column Base-Reference-Cited by-同舟云学术

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Seismic behavior of self-centering concrete-filled square steel tubular (CFST) Column Base

Published:2019-05 Issue: Volume:156 Page:75-85
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wang Xian-Tie,Xie Chuan-Dong^ORCID,Lin Lin-Hui,Li Jin

Funder

National Natural Science Foundation of China

Natural Science Basic Research Plan in Shaanxi Province of China

Publisher

Elsevier BV

Subject

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

Reference28 articles.

1. Posttensioned seismic-resistant connections for steel frames;Ricles;J. Struct. Eng.,2001

2. Experimental studies of full-scale posttensioned steel connections;Garlock;J. Struct. Eng.,2005

3. Self-centering mrfs with bottom flange friction devices under earthquake loading;Iyama;J. Constr. Steel Res.,2009

4. Exploring the dynamics of a class of post-tensioned, moment resisting frames;Alexander;J. Sound Vib.,2011

5. Reliability-based evaluation of design and performance of steel self-centering moment frames;Herning;J. Constr. Steel Res.,2011

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1. Development of Aseismic Column with Self-Centering Capacity Only during Restoration;Journal of Structural Engineering;2024-10

2. Equivalent Viscous Damping for Dual Frame-Wall Resilient System;Journal of Structural Engineering;2024-10

3. Seismic behaviour of reusable column base connection with pinned energy dissipators;Thin-Walled Structures;2024-10

4. Behavior of cross-shaped stiffened concrete-filled steel tubular stub columns after fire exposure;Structures;2024-10

5. Seismic performance investigation of new buckling-restrained steel plate for resilient rocking column foot joint;Structures;2024-10

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