Large-Scale Experimental Study of Precast Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions-Reference-Cited by-同舟云学术

Large-Scale Experimental Study of Precast Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions

Published:2010-03 Issue:3 Volume:136 Page:255-264
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ou Yu-Chen¹²³⁴⁵,Wang Ping-Hsiung¹²³⁴⁵,Tsai Mu-Sen¹²³⁴⁵,Chang Kuo-Chun¹²³⁴⁵,Lee George C.¹²³⁴⁵

Affiliation:

1. Assistant Professor, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei 106, Taiwan (corresponding author).

2. Assistant Researcher, National Center for Research on Earthquake Engineering, Taipei 106, Taiwan.

3. Ph.D. Student, Dept. of Civil Engineering, National Taiwan Univ., Taipei 106, Taiwan.

4. Professor, Chairman, Dept. of Civil Engineering, National Taiwan Univ., Taipei 106, Taiwan.

5. SUNY Distinguished Professor, Special Task Director (MCEER), Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, Buffalo, NY.

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.0000110

Reference26 articles.

1. American Concrete Institute (ACI) Innovation Task Group 1 and Collaborators. (2003). “Special hybrid moment frames composed of discretely jointed precast and post-tensioned concrete members.” ACI T1.2-03 Detroit.

2. ASTM. (2002). “Standard test method for flow of grout for preplaced-aggregate concrete (flow cone method).” C 939-02 West Conshohocken Pa.

3. A Precast Segmental Substructure System for Standard Bridges

4. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

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