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Stochastic Finite Element Analysis of Composite Structures with Partially Restrained Connections under Earthquake Loads

机译：地震荷载下有部分限制连接的复合结构随机有限元分析

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Özlem Çavdar;
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1. Stochastic finite element analysis of structural systems with partially restrained connections subjected to seismic loads [J] . Ozlem Cavdar, Alemdar Bayraktar, Ahmet Cavdar Steel & Composite Structures: An International Journal . 2009,第6期

机译：具有地震作用的部分约束连接结构系统的随机有限元分析
2. Finite Element Model for the Behavior of Partially Restrained High Strength Web Angle Connections [J] . S. Taufik, S. Baharom Research journal of applied science, engineering and technology . 2013,第6期

机译：部分约束高强度腹板角钢连接行为的有限元模型
3. Finite Element Model for the Behavior of Partially Restrained High Strength Web Angle Connections [J] . S. Taufik, S. Baharom Research journal of applied science, engineering and technology . 2013,第6期

机译：有限元模型为部分抑制高强度网角连接的行为
4. Predicted behaviour of partially restrained connection with cold formed high strength steel by 3D finite element modelling [C] . Syaril Taufik, Shahrizan Baharom, Robert Y. Xiao International Conference on Civil Engineering,Architecture and Building Materials . 2011

机译：通过3D有限元模拟与冷成型高强度钢部分限制性连接的预测行为
5. Finite element and analytical models for load transfer calculations for structures utilizing metal and composites with large CTE differences. [D] . Meka, Uday Sankar. 2007

机译：有限元和分析模型，用于使用CTE差异较大的金属和复合材料的结构进行荷载传递计算。
6. Cyclic Load Test and Finite Element Analysis of NOVEL Buckling-Restrained Brace [O] . Robel Wondimu Alemayehu, Youngsik Kim, Jaehoon Bae, 2020

机译：新型屈曲约束支架的循环载荷试验和有限元分析
7. Stochastic multi-scale finite element based reliability analysis for laminated composite structures [O] . Zhou X.-Y., Gosling P.D., Ullah Z., 2017

机译：基于随机多尺度有限元的层合复合结构可靠性分析
8. Finite Element Simulations of Composite Vehicle Structures under Impact Loading. [R] . Liu, D., Manchiraju, S., Templeton, D., 2004

机译：冲击载荷下复合材料车辆结构的有限元模拟。

Stochastic Finite Element Analysis of Composite Structures with Partially Restrained Connections under Earthquake Loads

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