Investigation of Concrete-Filled Double-Skin Steel Tubular Columns with Ultrahigh-Strength Steel-Reference-Cited by-同舟云学术

Investigation of Concrete-Filled Double-Skin Steel Tubular Columns with Ultrahigh-Strength Steel

Published:2015-07 Issue:7 Volume:141 Page:04014166
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hsiao Po-Chien¹,Kazuhiro Hayashi K.²,Nishi Ryousuke³,Lin Xu-Chuan⁴,Nakashima Masayoshi⁵

Affiliation:

1. Postdoctoral Fellow, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan (corresponding author).

2. Postdoctoral Fellow, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

3. Graduate Student, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

4. Associate Professor, Institute of Engineering Mechanics, China Earthquake Administration, Sanhe 065201, China; formerly, Postdoctoral Fellow, Earthquake Research Institute, Univ. of Tokyo, Tokyo, Japan.

5. Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, 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%29ST.1943-541X.0001126

Reference29 articles.

1. Seismic performance of steel-encased concrete columns under flexural loading;Boyd P. F.;ACI Struct. J.,1995

2. Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses

3. Concrete-filled circular steel tubes subjected to pure bending

4. Behavior and strength of circular concrete-filled tube columns

5. Behavior of Eccentrically Loaded Concrete-Filled Steel Tubular Columns

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