ELASTOPLASTIC BEHAVIOR OF PANEL ZONE IN STEEL BEAM-TO-CONCRETE FILLED SQUARE STEEL TUBE COLUMN MOMENT CONNECTIONS

Author:

FUKUMOTO Toshiyuki1

Affiliation:

1. General Manager, Building Structure Group, Kajima Technical Research Institute, Dr. Eng.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference3 articles.

1. 6) Toshiyuki Fukumoto and Koji Morita : Elastoplastic Behavior of Panel Zone in Steel Beam-to-Concrete Filled Steel Tube Column Moment Connections, Journal of Structural Engineering, ASCE, Vol.131, No.12, pp.1841-1853, 2005.12.

2. 20) Yukio Yokoyama, Koji Morita, Yasuhiro Kawamata, Hiromichi Matsumura : Structural Behaviors of Steel-Beam to Concrete-Filled Square Tube Column Connections Reinforced with Inner Ring Stiffener, Proceedings of the Third ASCCS International Conference on Steel-Concrete Composite Structures, pp.165-170, 1991.9.

3. 21) Satoshi SASAKI , Masaru TERAOKA, Koji MORITA, Toshio FUJIWARA : Structural Behavior of Concrete-Filled Square Tubular Column with Partial-Penetration Weld Corner Seam to Steel H-Beam Connections, Proceedings of 4th Pacific Stractural Steel Conference, Vol.2 Structural Connections, pp.33-40, 1995.10.

Cited by 1 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. RESTORING FORCE CHARACTERISTIC MODEL OF CONCRETE-FILLED SQUARE STEEL TUBE BEAM-COLUMNS;Journal of Structural and Construction Engineering (Transactions of AIJ);2019

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