Structural Evaluation of Steel–Concrete Joint with UHPC Grout in Single Cable–Plane Hybrid Cable-Stayed Bridges-Reference-Cited by-同舟云学术

Structural Evaluation of Steel–Concrete Joint with UHPC Grout in Single Cable–Plane Hybrid Cable-Stayed Bridges

Published:2019-04 Issue:4 Volume:24 Page:04019022
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

He Shaohua¹,Mosallam Ayman S.²,Fang Zhi³,Liu Liyang⁴

Affiliation:

1. Assistant Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, China.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697.

3. Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author).

4. Engineer, Broadvision Engineering Consultants, Kunming, Yunnan 650011, China.

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.1943-5592.0001379

Reference29 articles.

1. Landmark Cable-Stayed Bridge over the Charles River, Boston, Massachusetts

2. Structural Performance and Strength Prediction of Steel-to-Concrete Box Girder Deck Transition Zone of Hybrid Steel-Concrete Cable-Stayed Bridges

3. Endo T. T. Lijima and A. Okuakawa. 1991. “The technical challenge of a long cable-stayed bridge—Tatara Bridge.” In Proc. Seminar on Cable-stayed Bridges: Recent Developments and Their Future 417–436. Amsterdam Netherlands: Elsevier.

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