Seismic Performance of Embedded Column Base Connections Subjected to Axial and Lateral Loads-Reference-Cited by-同舟云学术

Seismic Performance of Embedded Column Base Connections Subjected to Axial and Lateral Loads

Published:2017-05 Issue:5 Volume:143 Page:04017010
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Grilli David¹,Jones Robert²,Kanvinde Amit³

Affiliation:

1. Associate, Wiss, Janney, Elstner Associates, Inc., Emeryville, CA 94608.

2. Engineer, AKT II Ltd., London EC1M 4EH, U.K.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616 (corresponding author).

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.0001741

Reference28 articles.

1. AISC. (2010). “Seismic provisions for structural steel buildings.” AISC 341-10 Chicago.

2. A Review of Headed-Stud Design Criteria in the Sixth Edition of the PCI Design Handbook

3. Guidelines for design of joints between steel beams and reinforced concrete columns;ASCE;J. Struct. Div.,1994

4. 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. AISC Chicago.

5. Barnwell N. (2015). “Experimental testing of shallow embedded connections between steel columns and concrete footings.” Master’s thesis Brigham Young Univ. Provo UT.

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