Funder
National Natural Science Foundation of China
Zhejiang Province Public Welfare Technology Application Research Project
Science and Technology Plan Project of Wenzhou, China
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Civil and Structural Engineering
Reference52 articles.
1. Le Minh H, Khatir S, Wahab MA, Cuong-Le T. A concrete damage plasticity model for predicting the effects of compressive high-strength concrete under static and dynamic loads. J Build Eng. 2021;44: 103239.
2. Ahmadi M, Naderpour H, Kheyroddin A, Gandomi AH. Seismic failure probability and vulnerability assessment of steel-concrete composite structures. Period Polytech Civil Eng. 2017;61(4):939–50.
3. Li ZH, Peng ZH, Teng J, Wang Y. Experimental study of damage evolution in circular stirrup-confined concrete. Materials. 2016;9(4):278.
4. Pour AF, Gholampour A, Zheng JN, Ozbakkaloglu T. Behavior of FRP-confined high-strength concrete under eccentric compression: tests on concrete-filled FRP tube columns. Compos Struct. 2019;220:261–72.
5. Yang YK, Wu CQ, Liu ZX, Qin Y, Wang WQ. Comparative study on square and rectangular UHPFRC-Filled steel tubular (CFST) columns under axial compression. Structures. 2021;34:2054–68.
Cited by
8 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献