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Probabilistic evaluation of seismic design parameters of RC frames based on fragility curves

机译：基于脆性曲线的RC框架抗震设计参数的概率评估

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Bakhshi A.; Asadi P.;
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年度 2013
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1. (04017075)Relating Seismic Design Level and Seismic Performance: Fragility-Based Investigation of RC Moment-Resisting Frame Buildings in China [J] . Xiao-Hui Yu, Da-Gang Lu, Bing Li Journal of Performance of Constructed Facilities . 2017,第5期

机译：（04017075）相关地震设计水平和地震性能：基于脆性的中国RC力矩抵抗框架建筑的研究
2. Seismic Fragility Assessment of RC Frame-Shear Wall Structures Designed According to the Current Chinese Seismic Design Code [J] . Huanjun Jiang, Xiaojuan Liu, Lingling Hu Journal of Asian architecture and building engineering . 2015,第2期

机译：根据现行中国抗震设计规范设计的钢筋混凝土框架剪力墙结构的地震易损性评估
3. Seismic fragility assessment of RC frame structure designed according to modern Chinese code for seismic design of buildings [J] . D. Wu, S. Tesfamariam, S. F. Stiemer, Earthquake Engineering and Engineering Vibration . 2012,第3期

机译：按照现代中国建筑规范设计的RC框架结构的抗震性评估
4. Probabilistic Seismic Safety Assessment of Chinese RC Frame Structures Using Fragility Curves [C] . Xiaohui YU, Dagang LU International conference on vulnerability and risk analysis and management;International symposium on uncertainty, modeling and analysis . 2014

机译：基于脆性曲线的中国钢筋混凝土框架结构概率地震安全性评估
5. Seismic behavior of RCS beam-column subassemblies and frame systems designed following a joint deformation-based capacity design approach. [D] . Liang, Xuemei. 2003

机译：按照基于联合变形的能力设计方法设计的RCS梁柱子组件和框架系统的抗震性能。
6. Performance-Based Seismic Design of Steel Frames Utilizing Colliding Bodies Algorithm [O] . H. Veladi -1

机译：基于碰撞体算法的基于性能的钢框架抗震设计
7. Seismic Fragility Assessment of RC Frame-Shear Wall Structures Designed According to the Current Chinese Seismic Design Code [O] . Huanjun Jiang, Xiaojuan Liu, Lingling Hu 2015

机译：根据当前中国地震设计代码设计的RC帧剪力墙结构的地震脆性评估
8. Simplified Seismic Collapse Capacity-Based Evaluation and Design of Frame Buildings with and without Supplemental Damping Systems. [R] . Hamidia, M., Filiatrault, A., Aref, A. 2014

机译：基于抗震坍塌能力的简化抗震能力评估与有无补偿阻尼系统的框架结构设计。

Probabilistic evaluation of seismic design parameters of RC frames based on fragility curves

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