Ultrahigh-Performance Concrete for Posttensioned Precast Bridge Piers for Seismic Resilience-Reference-Cited by-同舟云学术

Ultrahigh-Performance Concrete for Posttensioned Precast Bridge Piers for Seismic Resilience

Published:2017-12 Issue:12 Volume:143 Page:04017161
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yang Cancan¹^ORCID,Okumus Pinar²

Affiliation:

1. Graduate Student, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001906

Reference32 articles.

1. Anagnostopoulou M. (2009). “Seismic design and analysis of precast segmental concrete bridge superstructure.” M.Sc. thesis Univ. of Pavia Pavia Italy.

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

3. Experimental and numerical studies on the seismic response of R.C. hollow bridge piers;Calvi G. M.;Bull. Earthquake Eng.,2005

4. Cyclic tests of post-tensioned precast CFT segmental bridge columns with un-bonded strands;Chou C.-C.;Earthquake Eng. Struct. Dyn.,2006

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