Evaluation of As-Built, Retrofitted, and Repaired Shear-Critical Hollow Bridge Columns under Earthquake-Type Loading-Reference-Cited by-同舟云学术

Evaluation of As-Built, Retrofitted, and Repaired Shear-Critical Hollow Bridge Columns under Earthquake-Type Loading

Published:2005-09 Issue:5 Volume:10 Page:520-529
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cheng Chin-Tung¹²³,Mo Y. L.¹²³,Yeh Y.-K.¹²³

Affiliation:

1. Associate Professor, National Kaohsiung First Univ. of Science and Technology, No. 1, University Rd., Yenchao, Kaohsiung 824, Taiwan.

2. Professor, Univ., of Houston, Houston, TX 77204.

3. Associate Research Fellow, National Center for Research on Earthquake Engineering, 200, Sec. 3, Xinhai Rd., Taipei 106, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282005%2910%3A5%28520%29

Reference23 articles.

1. Rehabilitation of shear critical concrete columns by use of rectangular steel jackets;Aboutaha R. S.;ACI Struct. J.,1999

2. RC Frame Connections Rehabilitated by Jacketing

3. American Concrete Institute (ACI) Committee 318. (2002). Building code requirement for structural concrete and commentary American Concrete Institute Detroit.

4. Aschheim M. Moehle J. P. and Werner S. D. (1992). “Deformability of concrete columns.” Projects Report Contract No. 59Q122 California Department of Transportation Division of Structures Sacramento Calif.

5. Cheng C.-T. and Mander J. B. (1997). “Seismic design of bridge columns based on control and repairability of damage ” Technical Rep. NCEER 97-0013 National Center of Earthquake Engineering Research Buffalo N.Y.

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