Seismic Resistance of Socket Connection between Footing and Precast Column-Reference-Cited by-同舟云学术

Seismic Resistance of Socket Connection between Footing and Precast Column

Published:2013-09 Issue:9 Volume:18 Page:910-919
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Haraldsson Olafur S.¹,Janes Todd M.²,Eberhard Marc O.³,Stanton John F.³

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700 (corresponding author).

2. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000413

Reference24 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

2. Berry M. P. and Eberhard M. O. (2003). “Performance models for flexural damage in reinforced concrete columns.” Rep. 2003/18 Pacific Earthquake Engineering Research Center Univ. of California Berkeley CA.

3. Berry M. P. and Eberhard M. O. (2004). “PEER structural performance database user’s manual.” Rep. 2004 Pacific Earthquake Engineering Research Center Univ. of California Berkeley CA 〈www.ce.washington.edu/∼peeral〉 (Jan. 12 2011).

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