Reversed Cyclic Behavior of Column-to-Foundation Connections in Low-Rise Metal Buildings-Reference-Cited by-同舟云学术

Reversed Cyclic Behavior of Column-to-Foundation Connections in Low-Rise Metal Buildings

Published:2017-09 Issue:9 Volume:143 Page:04017095
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kavoura F.¹,Gencturk B.²,Dawood M.³

Affiliation:

1. Graduate Research Assistant, Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77004.

2. Assistant Professor, Sonny Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, 3620 S. Vermont Ave., KAP 210, Los Angeles, CA 90089-2531 (corresponding author).

3. Associate Professor, Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77004.

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.0001821

Reference18 articles.

1. Adany S. Calado L. and Dunai K. (2000). “Experimental studies on cyclic behavior modes of base-plate connections.” Proc. 3rd Int. Conf. on the Behavior of Steel Structures in Seismic Areas A.A. Balkema Rotterdam Netherlands 97–104.

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

3. Camacho J. (2007). “Seismic performance of exposed column base plates (Phase I).” Proc. 2007 Earthquake Engineering Symp. for Young Researchers Multi-Disciplinary Center for Earthquake Engineering Research (MCEER) Buffalo NY.

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

5. “Direct analysis and design of steel frames accounting for partially restrained column base conditions;Eroz M.;J. Struct. Eng.,2008

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