Large-Bar Connection for Precast Bridge Bents in Seismic Regions-Reference-Cited by-同舟云学术

Large-Bar Connection for Precast Bridge Bents in Seismic Regions

Published:2010-05 Issue:3 Volume:15 Page:231-239
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Pang Jason B. K.¹²²,Eberhard Marc O.¹²²,Stanton John F.¹²²

Affiliation:

1. Civil Structural Design Engineer, KPFF Consulting Engineers, 1601 Fifth Avenue, Suite 1600, Seattle, WA 98101. (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, 201 More Hall, Box 352700, 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.1943-5592.0000081

Reference17 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08/ACI 318-08R Farming Hills Mich.

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

3. Berry M. P. and Eberhard M. O. (2004). “PEER structural performance database user’s manual.” Pacific Earthquake Engineering Research Center Report 2004 Univ. of Calif. Berkeley Calif.

4. Practical Performance Model for Bar Buckling

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