Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete
Author:
Affiliation:
1. Clare Boothe Luce Assistant Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.
2. Design Engineer, CH2M Hill Canada, Vancouver BC, Canada V5H 4N2.
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%282004%299%3A4%28353%29
Reference41 articles.
1. Aveston J. Cooper G. A. and Kelly A. (1971). “Single and multiple fracture.” Proc. Conf. on Properties of Fibrous Composites IPC Science and Technology Press Guildford U.K. 15–26.
2. Balaguru P. N. and Shah S. P. (1992). Fiber reinforced cement composites McGraw-Hill New York.
3. Alternate Substructure Systems for Standard Highway Bridges
4. Billington S. L. and Yoon J. K. (2003). "Simulation of cyclically loaded columns made with ductile cement-based composites." Computational Modeling of Concrete Structures
5. Proc. EURO-C 2003 Balkema Rotterdam The Netherlands 881-889.
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