Seismic Performance of Precast, Pretensioned, and Cast-in-Place Bridges: Shake Table Test Comparison-Reference-Cited by-同舟云学术

Seismic Performance of Precast, Pretensioned, and Cast-in-Place Bridges: Shake Table Test Comparison

Published:2016-10 Issue:10 Volume:21 Page:04016071
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mantawy Islam M.¹,Thonstad Travis²,Sanders David H.³,Stanton John F.⁴,Eberhard Marc O.⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557-0258 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-5502.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557-0258.

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

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.1943-5592.0000934

Reference16 articles.

1. Davis P. M. Janes T. M. Eberhard M. O. and Stanton J. F. (2012). “Unbonded pre-tensioned columns for bridges in seismic regions.” Rep. PEER 2012/04 Pacific Earthquake Engineering Research Center Berkeley CA.

2. Effective stiffness of reinforced concrete columns;Elwood K. J.;ACI Struct. J.,2009

3. FHWA (Federal Highway Administration). (2011). “Accelerated bridge construction: Experience in design fabrication and excretion of prefabricated elements and systems.” Office of Bridge Technology Washington DC.

4. Seismic Resistance of Socket Connection between Footing and Precast Column

5. Japan Road Association. (2002). “Design specifications of highway bridges.” Part V Seismic Design Tokyo.

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