Shake Table Studies of Energy-Dissipating Segmental Bridge Columns
Author:
Affiliation:
1. Assistant Professor in Residence, Univ. of Connecticut, Dept. of Civil and Environmental Engineering, Storrs, CT 06269 (corresponding author).
2. Professor, Univ. of Nevada, Reno, Dept. of Civil and Environmental Engineering, Reno, NV 89557.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000518
Reference23 articles.
1. ASCE. (1998). “Evaluation findings for Scougal Rubber Corporation high damping rubber bearings; Technical evaluation report.” CERF Rep. HITEC 98-11 Reston VA.
2. Billington S.L. and Yoon J.K. (2004). “Cyclic response of unbonded posttensioned precast columns with ductile fiber-reinforced concrete.” J. Bridge Eng . 10.1061/(ASCE)1084-0702(2004)9:4(353) 353–363.
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