Self-adaptive Approach for Analysis of Ultimate Load Bearing Capacity of Concrete-filled Steel Tubular Arch Bridges

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机构：
[1] [1,Yang, Lu-Feng
[2] 1,Zheng, Jian
[3] 1,Zhang, Wei
[4] 1,Ou, Wei
[5] 1,Liu, Hui-Juan
来源：
Zhang, Wei (zhangwei@gxu.edu.cn) | 2017年 / Chang'an University卷 / 30期
关键词：
Elastic moduli;
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