Seismic Performance and Stress Transferring Mechanism of Through-Column-Type Joints for Composite Reinforced Concrete and Steel Frames-Reference-Cited by-同舟云学术

Seismic Performance and Stress Transferring Mechanism of Through-Column-Type Joints for Composite Reinforced Concrete and Steel Frames

Published:2004-02 Issue:2 Volume:130 Page:352-360
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kuramoto Hiroshi¹,Nishiyama Isao²

Affiliation:

1. Associate Professor, International Cooperation Center for Engineering Education Development, Toyohashi Univ. of Technology, 1-1 Hibarigaoka, Tempaku, Toyohashi, Aichi 441-8580, Japan.

2. Senior Research Engineer, Department of Production Engineering, Building Research Institute, Tachihara-1, Tsukuba, Ibaraki 305-0802, Japan.

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%282004%29130%3A2%28352%29

Reference9 articles.

1. Recommendations for design of beam column joints in monotonic reinforced concrete structures.;ACI–ASCE Committee 352.;J. Am. Concr. Inst.,1985

2. Architectural Institute of Japan (AIJ). (1994). Proc. Symp. on Mechanical Behavior of Beam to Column Connections for Composite RCS Systems Architectural Institute of Japan Tokyo.

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

4. Architectural Institute of Japan (AIJ). (2001). AIJ standards for structural calculation of steel reinforced concrete structures Architectural Institute of Japan Tokyo.

5. Building Center of Japan (BCJ). (1994). BCJ structural provisions for buildings Building Center of Japan Tokyo.

Cited by 46 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. Shear mechanism of RCS joints with whole column-section diaphragm;Engineering Structures;2024-09

2. Shear strength prediction of interior RC column and steel beam composite joints using the modified softened strut-and-tie model;Journal of Building Engineering;2024-07

3. Comparative Performance Assessment of RCS Connections Across Different Generations of ASCE Guidelines;Numerical Methods in Civil Engineering;2024-06-01

4. Assessment of seismic design coefficients for composite special moment frames with reinforced concrete columns and steel beams: Evaluation of code recommendations;STEEL COMPOS STRUCT;2024

5. Experimental and numerical investigation of the hysteretic behavior of reinforced concrete column-steel beam interior joints under low seismic intensity levels;Structure and Infrastructure Engineering;2024-03-25