Calculation Method of shear strength of vertical stiffener connections to L-CFST columns-Reference-Cited by-同舟云学术

Calculation Method of shear strength of vertical stiffener connections to L-CFST columns

Published:2017-09-25 Issue:6 Volume:21 Page:795-808
ISSN:1369-4332
Container-title:Advances in Structural Engineering
language:en
Short-container-title:Advances in Structural Engineering

Author:

Zhang Wang¹,Chen Zhihua¹²³,Xiong Qingqing¹,Zhou Ting⁴

Affiliation:

1. Department of Civil Engineering, Tianjin University, Tianjin, China

2. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, China

3. Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin, China

4. Department of Architecture, Tianjin University, Tianjin, China

Publisher

SAGE Publications

Subject

Building and Construction,Civil and Structural Engineering

Link

http://journals.sagepub.com/doi/pdf/10.1177/1369433217732496

Reference23 articles.

1. Architecture Institute of Japan (AIJ) (1987) Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures. Tokyo, Japan: Architecture Institute of Japan.

2. Seismic performance of steel beams to concrete-filled steel tubular column connections

3. Hysteresis Behavior of Square Tube Columns to H-Beam Connections with Vertical Stiffeners

4. Experimental behavior of steel beam to CFT column connections

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