Arch First and Beam Later: Arch-Rib Integral Installation Construction Technology for Large-Span Tied-Arch Bridge-Reference-Cited by-同舟云学术

Arch First and Beam Later: Arch-Rib Integral Installation Construction Technology for Large-Span Tied-Arch Bridge

Published:2017-08 Issue:8 Volume:143 Page:04017059
ISSN:0733-9364
Container-title:Journal of Construction Engineering and Management
language:en
Short-container-title:J. Constr. Eng. Manage.

Author:

Xie Wenxiang¹,Zhao Tingsheng²,Tang Jingjing³,Zhang Yong⁴

Affiliation:

1. Senior Engineer, School of Civil Engineering, Huazhong Univ. of Science and Technology, Room 202, 7th floor, No. 109, Nanhu New Village, Changhongqiao, Ziyang St., Wuchang District, Wuhan 430064, China; Associate Professor, Engineering and Technology College, Hubei Univ. of Technology, Affiliated 1, No. 28, Nanli Rd., Hongshan District, Wuhan 430068, China.

2. Professor, School of Civil Engineering, Huazhong Univ. of Science and Technology, No. 1037, Luoyu Rd., Hongshan District, Wuhan 430074, China (corresponding author).

3. Lecturer, School of Civil Engineering, Huazhong Univ. of Science and Technology, No. 1037, Luoyu Rd., Hongshan District, Wuhan 430074, China.

4. Senior Engineer, School of Civil Engineering, Huazhong Univ. of Science and Technology, No. 1037, Luoyu Rd., Hongshan District, Wuhan 430074, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Strategy and Management,Industrial relations,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CO.1943-7862.0001356

Reference31 articles.

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2. Techniques for installation of 400 t capacity cable hoisting system of Mingzhou bridge in Ningbo;Chao G. Y.;Bridge Constr.,2011

3. Wind-induced load capacity analysis and parametric study of a long-span steel arch bridge under construction

4. Updating numerical models of masonry arch bridges by operational modal analysis;Cristina C.;Int. J. Archit. Heritage,2015

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