Overview of Concrete Filled Steel Tube Arch Bridges in China
Author:
Affiliation:
1. Professor and Dean, College of Civil Engineering, Fuzhou Univ., Fuzhou, 350108, China.
2. Professor, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282009%2914%3A2%2870%29
Reference35 articles.
1. Ai Z. N. (2005). “Research on fatigue life of tubular joints used in concrete-filled steel tube arch bridges.” Master’s thesis Southwest Jiaotong Univ. Chengdu China (in Chinese).
2. Chen B. C. (2003). “Nonlinear characteristics and ultimate load-carrying capacity of concrete filled tubular arch.” Ph.D. thesis Kyushu Univ. Fukuoka Japan.
3. Chen B. C. (2004b). “Recent advances on design theory of CFST arch bridges.” Int. Assoc. for Bridge and Structural Engineering Symp. on Metropolitan Habitats and Infrastructure IABSE Shanghai China Vol. 88 244–245.
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