Author:
Qiang Xuhong,Zhang Zhiyi,Jiang Xu,Wang Meng
Funder
National Natural Science Foundation of China
Natural Science Foundation of Chongqing
National Key Research and Development Program of China
Fundamental Research Funds for the Central Universities
Subject
Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference42 articles.
1. Initial rotational stiffness of end-plate connections based on the theory of plates and shells;Qin;J. Build. Eng.,2021
2. Ultimate behavior of bolted T-stubs. I: theoretical model;Piluso;J. Struct. Eng.,2001
3. Ultimate behavior of bolted T-stubs. II: model validation;Piluso;J. Struct. Eng.,2001
4. The stiffness model of revised Annex J of Eurocode 3;Weynand;Connections in Steel Structures III,1996
5. Finite-element modeling of the nonlinear behavior of bolted T-stub connections;Girão Coelho;J. Struct. Eng.,2006
Cited by
3 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