Seismic Behavior of PC Column and Steel Beam Composite Moment Frame with Posttensioned Connection-Reference-Cited by-同舟云学术

Seismic Behavior of PC Column and Steel Beam Composite Moment Frame with Posttensioned Connection

Published:2009-11 Issue:11 Volume:135 Page:1398-1407
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wu Yuntian¹²³,Xiao Yan¹²³,Anderson J. C.¹²³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Southern California, 3620 S. Vermont Ave., Los Angeles, CA 90089.

2. Professor, Dept. of Civil Engineering, Univ. of Southern California, 3620 S. Vermont Ave., Los Angeles, CA 90089 (corresponding author).,

3. Professor, Dept. of Civil Engineering, Univ. of Southern California, 3620 S. Vermont Ave., Los Angeles, CA 90089.

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.0000062

Reference14 articles.

1. ACI. (2008). “Building code requirements for reinforced concrete.” ACI 318-08 Farmington Hills Mich.

2. Chou C. C. and Uang C. M. (1998). “Experimental and analytical studies of two types of moment connections for composite special moment frames.” Rep. No . SSRP 98-12 Dept. of Structural Engineering Univ. of California La Jolla Calif.

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