Shaking Table Performance of a New Bridge System with Pretensioned Rocking Columns-Reference-Cited by-同舟云学术

Shaking Table Performance of a New Bridge System with Pretensioned Rocking Columns

Published:2016-04 Issue:4 Volume:21 Page:04015079
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Thonstad Travis¹,Mantawy Islam M.²,Stanton John F.³,Eberhard Marc O.³,Sanders David H.⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-5502 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89503.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-5502.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89503.

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.1943-5592.0000867

Reference39 articles.

1. Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column–to–cap beam joints in accelerated bridge construction

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

3. Cohagen L. S. Pang J. B. K. Eberhard M. O. and Stanton J. F. (2008). “A precast concrete bridge bent designed to re-center after an earthquake.” Washington State Dept. of Transportation Rep. No. WA-RD 684.3 Washington State Dept. of Transportation Seattle.

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