Hysteretic Model for Exposed Column–Base Connections-Reference-Cited by-同舟云学术

Hysteretic Model for Exposed Column–Base Connections

Published:2016-12 Issue:12 Volume:142 Page:04016137
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rodas Pablo Torres¹,Zareian Farzin²,Kanvinde Amit³

Affiliation:

1. Graduate Student Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697 (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

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.0001602

Reference26 articles.

1. AISC (American Institute of Steel Construction). (2010). “Seismic provisions for structural steel buildings.” ANSI/AISC 341 Chicago.

2. Astaneh A. Bergsma G. and Shen J. H. (1992). “Behavior and design of base plates for gravity wind and seismic loads.” Proc. National Steel Construction Conf. Las Vegas.

3. Burda J. J. and Itani A. M. (1999). “Studies of seismic behavior of steel base plates.” Rep. No. CCEER 99-7 Center of Civil Engineers Earthquake Research Dept. of Civil and Environmental Engineering Univ. of Nevada Richmond CA.

4. Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation

5. Column base plates with axial loads and moments;DeWolf J. T.;J. Struct. Div.,1980

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