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Reliability Assessment of Steel Plane Frame's Buckling Strength Considering Semi-rigid Connections

机译：考虑半刚性连接的钢平面框架屈曲强度可靠性评估

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N. L. Tran; T. H. Nguyen;
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1. Reliability Assessment of Steel Plane Frame's Buckling Strength Considering Semi-rigid Connections [J] . N. L. Tran, T. H. Nguyen Engineering Technology and Applied Science Research . 2020,第1期

机译：考虑半刚性连接的钢平面框架屈曲强度可靠性评估
2. Buckling strength of multi-story sway, non-sway and partially-sway frames with semi-rigid connections [J] . Georgios E. Mageirou, Charis J. Gantes Journal of Constructional Steel Research . 2006,第9期

机译：半刚性连接的多层摇摆，非摇摆和部分摇摆框架的屈曲强度
3. Advanced analysis of cyclic behaviour of plane steel frames with semi-rigid connections [J] . Saravanan M., Arul Jayachandran S., Marimuthu V. Steel & Composite Structures: An International Journal . 2009,第4期

机译：具有半刚性连接的平面钢框架循环特性的高级分析
4. Buckling Analysis of Sway Steel Frames with Semi-rigid Connections [C] . Wanzhen Wang, Jixiang Xu, Feiyi Chen International Conference on Civil Engineering,Architecture and Building Materials . 2011

机译：半刚性连接的摇摆钢框架屈曲分析
5. Semi-rigid connections in steel frames. [D] . Wu, Fu-Hsiang. 1988

机译：钢框架中的半刚性连接。
6. Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames [O] . Alfredo Reyes-Salazar, Edén Bojórquez, Achintya Haldar, -1

机译：考虑PR连接和重力框架影响的3D钢结构建筑物的地震响应
7. BUCKLING STRENGTH AND POST-BUCKLING STRENGTH OF THIN STEEL PLATE WITH VARIOUS ASPECT RATIO SUPPORTED PARTIALLY BY STEEL FRAMES [O] . Yoshiharu KANEBAKO, Toshiyuki OGAWA, Toru TAKEUCHI, 2007

机译：薄钢板的屈曲强度和屈曲强度，各种宽高比由钢框架部分支撑
8. Nonlinear Analysis of Steel Frames with Semi-Rigid Connections Using the CapacitySpectrum Method [R] . Deierlein, G. G., Hsieh, S. H., Shen, Y. J., 1991

机译：基于Capacityspectrum方法的半刚性钢框架非线性分析

Reliability Assessment of Steel Plane Frame's Buckling Strength Considering Semi-rigid Connections

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