Seismic-Resistant Bridge Columns with Ultrahigh-Performance Concrete Segments-Reference-Cited by-同舟云学术

Seismic-Resistant Bridge Columns with Ultrahigh-Performance Concrete Segments

Published:2016-09 Issue:9 Volume:21 Page:04016049
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ichikawa Shota¹,Matsuzaki Hiroshi²,Moustafa Ayman³,ElGawady Mohamed A.⁴,Kawashima Kazuhiko⁵

Affiliation:

1. Graduate Student, Tokyo Institute of Technology, Tokyo 152-8550, Japan.

2. Assistant Professor, Tohoku Univ., Miyagi Prefecture 980-8577, Japan; formerly, Assistant Professor, Tokyo Institute of Technology, Tokyo 152-8550, Japan.

3. Graduate Research Assistant, Dept. of Civil, Architectural & Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N. Pine Street, 208 Pine Box Building, Rolla, MO 65401.

4. Benavides Associate Professor, Dept. of Civil, Architectural & Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N. Pine Street, 324 Butler-Carlton Hall, Rolla, MO 65401 (corresponding author).

5. Professor Emeritus, Tokyo Institute of Technology, Tokyo 152-8550, Japan.

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.1943-5592.0000898

Reference26 articles.

1. Assessment of fibre orientation in ultra high performance fibre reinforced concrete and its effect on flexural strength

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

3. Chang K. C. Loh C. H. Chiu H. S. Hwang J. S. Cheng C. B. and Wang J. C. (2002). Seismic behavior of precast segmental bridge columns and design methodology for applications in Taiwan Taiwan Area National Expressway Engineering Bureau Taipei Taiwan (in Chinese).

4. Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands

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