Seismic Stability of Wide-Flange Steel Columns Interacting with Embedded Column Base Connections-Reference-Cited by-同舟云学术

Seismic Stability of Wide-Flange Steel Columns Interacting with Embedded Column Base Connections

Published:2019-12 Issue:12 Volume:145 Page:04019151
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Inamasu Hiroyuki¹,Kanvinde Amit M.²,Lignos Dimitrios G.³^ORCID

Affiliation:

1. Doctoral Assistant, Dept. of Architecture, Civil, and Environmental Engineering, École Polytechnique Fédérale de Lausanne, Station 18, Lausanne 1015, Switzerland.

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

3. Associate Professor, Dept. of Architecture, Civil and Environmental Engineering, École Polytechnique Fédérale de Lausanne, Station 18, Lausanne 1015, Switzerland (corresponding author). ORCID: .

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.0002410

Reference45 articles.

1. Barnwell N. 2015. “Experimental testing of shallow embedded connections between steel columns and concrete footings.” M.S. thesis Dept. of Civil and Environmental Engineering Brigham Young Univ.

2. Castelo M. V. P. T. Rodas F. Zareian and A. M. Kanvinde. 2017. “Seismic performance of weak-base strong column steel moment frames.” In Proc. 16th World Conf. on Earthquake. Tokyo: International Association for Earthquake Engineering.

3. Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns

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