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Proposed Simplified Approach for the Seismic Analysis of Multi-Storey Moment Resisting Framed Buildings Incorporating Friction Sliders

机译：提出了抗摩擦滑块的多层型力矩的地震分析的简化方法

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Shahab Ramhormozian; G. Charles Clifton; Massimo Latour; Gregory A. MacRae;
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年度 2019
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1. Proposed Simplified Approach for the Seismic Analysis of Multi-Storey Moment Resisting Framed Buildings Incorporating Friction Sliders [J] . Shahab Ramhormozian, G. Charles Clifton, Massimo Latour, Buildings . 2019,第5期

机译：包含摩擦滑块的多层抗弯框架房屋地震分析的拟议简化方法
2. Seismic performance of L-shaped multi-storey buildings with moment-resisting frames [J] . Raheem Shehata E. Abdel, Ahmed Momen M. M., Ahmed Mohamed M., Proceedings of the Institution of Civil Engineers . 2018,第SB5期

机译：带有抗弯框架的L形多层建筑的抗震性能
3. A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil-structure interaction [J] . Hamid Reza Tabatabaiefar, Ali Massumi Soil Dynamics and Earthquake Engineering . 2010,第11期

机译：确定土-结构相互作用影响下钢筋混凝土抗弯建筑物框架地震响应的简化方法
4. Comparison of the Seismic Response of Steel Buildings Incorporating Self-Centering Energy Dissipative Braces, Buckling Restrained Braced and Moment Resisting Frames [C] . Zha Xianjin, Yan Mi Innovation, practice, safety . 2008

机译：带有自定心耗能支撑，屈曲约束支撑和抗弯框架的钢结构房屋的地震反应比较
5. Seismic analysis, design, and evaluation of post-tensioned friction-damped connections for steel moment-resisting frames. [D] . Rojas Cruz, Pedro Pablo. 2003

机译：钢制抗弯框架的后张摩擦阻尼连接的地震分析，设计和评估。
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. Seismic Evaluation of Multi-Storey Moment-Resisting Steel Frames With Stiffness Irregularities Using Standard and Advanced Pushover Methods [O] . Tarta G., Pintea A. 2012

机译：刚性不规则多层法抗弯钢框架的抗震评估
8. Seismic Moment Connections for Moment-Resisting Steel Frames [R] . Popov, E. P. 1983

机译：抗弯矩钢框架的抗震力矩连接

Proposed Simplified Approach for the Seismic Analysis of Multi-Storey Moment Resisting Framed Buildings Incorporating Friction Sliders

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