Seismic Performance of Hollow High-Strength Concrete Bridge Columns
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204.
2. Structural Engineer, Sinotech Engineering Consultants, Taipei, 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%282002%297%3A6%28338%29
Reference34 articles.
1. AASHTO. (1991). Standard specifications for highway bridges: Interim provisions 14th Ed. Washington D.C.
2. ACI Committee 318. (1995). “Building code requirements for reinforced institute.” American Concrete Institute Detroit Mich. 369.
3. Aschheim M. Moehle J. P. and Werner S. D. (1992). “Deformability of concrete columns.” Project Report under Contract No. 59Q122 California Dept. of Transportation Division of Structures Sacramento Calif. June.
4. CALTRANS. (1995). “Memo to designers change letter 02.” California Dept. of Transportation Sacramento Calif. March.
5. Stress-Strain Model for Confined High-Strength Concrete
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