Experimental Studies of Wide Flange Beam to Square Concrete-Filled Tube Column Joints with Stiffening Plates Around the Column-Reference-Cited by-同舟云学术

Experimental Studies of Wide Flange Beam to Square Concrete-Filled Tube Column Joints with Stiffening Plates Around the Column

Published:2005-12 Issue:12 Volume:131 Page:1866-1876
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Park J. W.¹²³,Kang S. M.¹²³,Yang S. C.¹²³

Affiliation:

1. Associate Professor, Dept. of Architectural Engineering, Hong Ik Univ., Choongchung Namdo, Korea 339-701.

2. Graduate Assistant, Dept. of Architectural Engineering, Hong Ik Univ., Choongchung Namdo, Korea 339-701.

3. Assistant Professor, Dept. of Architectural Engineering, Hong Ik Univ., Choongchung Namdo, Korea 339-701.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A12%281866%29

Reference27 articles.

1. American Institute of Steel Construction (AISC). (1997). “Seismic provisions for structural steel buildings.” Chicago.

2. Architectural Institute of Japan (AIJ). (1995). “Performance of steel buildings during the 1995 Hyogoken-Nanbu Earthquake.” Tokyo.

3. Architectural Institute of Japan (AIJ). (1987). “Standards for structural calculation of steel reinforced concrete structures.” Tokyo.

4. Clark P. (1997). “Protocol for fabrication inspection testing and documentation of beam–column connection tests and other experimental specimens.” Background Document No. 97/02 SAC Joint Venture Sacramento Calif.

Cited by 49 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. An assessment of application of the component-based method to full range behaviour of joints between steel beam to concrete filled steel tube columns under extreme loading conditions;Engineering Structures;2024-06

2. Design and seismic performance analysis of a novel special-shaped steel tube concrete column steel beam joint;Advances in Structural Engineering;2024-05-31

3. Static strength design of local thickened plate joints between multi-cell concrete-filled steel tubular column and steel beam;Journal of Building Engineering;2023-12

4. Seismic Performance of Steel Beams to Diamond-Shaped Concrete-Filled Steel Tube Column Connections: Concept and Validation;Journal of Structural Engineering;2023-12

5. Numerical and theoretical studies on the tensile strength and stiffness of plate-to-CFST column connections reinforced with internal T-shaped diaphragms;Journal of Constructional Steel Research;2023-03