Behavior of circular tubed-RC column to RC beam connections under axial compression-Reference-Cited by-同舟云学术

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Behavior of circular tubed-RC column to RC beam connections under axial compression

Published:2017-03 Issue: Volume:130 Page:96-108
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Zhou Xuhong,Cheng Guozhong,Liu Jiepeng,Gan Dan,Frank Chen Y.

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Chongqing Research Program of Basic Research and Frontier Technology

Publisher

Elsevier BV

Subject

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

Reference34 articles.

1. Experiment and research on the concrete-filled steel tubular column joints with steel brackets through tubular core;Han,1999

2. Technical code for concrete steel tubular structures;GB50936-2014,2014

3. Behavior and strength of circular tube confined reinforced-concrete (CTRC) columns;Liu;J. Constr. Steel Res.,2009

4. Lateral load capacity of reinforced concrete short columns confined by steel tube;Tomii,1985

5. Earthquake resisting hysteretic behavior of reinforced concrete short columns confined by steel tube;Tomii,1985

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4. Numerical simulation and theoretical analysis on RECC ring beam joints for RECC-encased CFST composite columns;Engineering Structures;2023-11

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