Extremely Low-Cycle Fatigue Tests of Thick-Walled Steel Bridge Piers-Reference-Cited by-同舟云学术

Extremely Low-Cycle Fatigue Tests of Thick-Walled Steel Bridge Piers

Published:2013-09 Issue:9 Volume:18 Page:858-870
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ge Hanbin¹,Kang Lan²,Tsumura Yasuhiro³

Affiliation:

1. Professor, Dept. of Civil Engineering, Meijo Univ., Nagoya 468-8502, Japan (corresponding author).

2. Japan Society for the Promotion of Science Research Fellow, Dept. of Civil Engineering, Meijo Univ., Nagoya 468-8502, Japan.

3. Kobe Shipyard and Machinery Works, Mitsubishi Heavy Industries, Ltd., 1-1-1 Wadasaki-cho, Hyogo-ku, Kobe 652-8585, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000429

Reference28 articles.

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2. The use of damage functionals in earthquake engineering: A comparison between different methods

3. Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces

4. Stiffened steel box columns. Part 1: Cyclic behaviour

5. Experimental study on ductile crack initiation and its propagation in steel bridge piers of thick-walled box sections;Ge H. B.;J. Struct. Eng. JSCE,2007

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