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Mechanism of Collapse, Sensitivity to Ground Motion Features, and Rapid Estimation of the Response of Tall Steel Moment Frame Buildings to Earthquake Excitation

机译：塌陷机理，对地震动特征的敏感性以及高层钢矩框架建筑物对地震激励响应的快速估计

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Krishnan Swaminathan; Muto Matthew;
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年度 2011
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正文语种 {"code":"en","name":"English","id":9}
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1. Sensitivity of the Earthquake Response of Tall Steel Moment Frame Buildings to Ground Motion Features [J] . SWAMINATHAN KRISHNAN, MATTHEW MUTO Journal of Earthquake Engineering . 2013,第5a6期

机译：高层钢框架结构房屋对地震动特征的地震响应敏感性
2. Mechanism of Collapse of Tall Steel Moment-Frame Buildings under Earthquake Excitation [J] . Swaminathan Krishnan, Matthew Muto Journal of structural engineering . 2012,第11期

机译：地震作用下高层钢框架房屋倒塌的机理
3. COLLAPSE RISK OF TALL STEEL MOMENT FRAME BUILDINGS WITH VISCOUS DAMPERS SUBJECTED TO LARGE EARTHQUAKES: PART I: DAMPER LIMIT STATES AND FAILURE MODES OF 10-STOREY ARCHETYPES [J] . H. KIT MIYAMOTO, AMIR S. J. GILANI, AKIRA WADA, The structural design of tall buildings . 2010,第4期

机译：遭受大地震的带有阻尼器的高层钢框架结构房屋的倒塌风险：第一部分：阻尼器的极限状态和10层结构的破坏模式
4. COLUMN-TO-BEAM STRENGTH RATIO REQUIRED FOR ENSURING BEAM-COLLAPSE MECHANISMS IN EARTHQUAKE RESPONSES OF STEEL MOMENT FRAMES [C] . Masayoshi NAKASHIMA, Shinichi SAWAIZUMI 12th World Conference on Earthquake Engineering . 2000

机译：在钢矩框架地震响应中确保梁倒塌机制所需的柱到梁强度比
5. Inelastic response and collapse behavior of steel tall buildings subjected to 3-D earthquake excitations. [D] . Ger, Jeng-Fuh. 1990

机译：经受3-D地震激励的钢质高层建筑的非弹性响应和倒塌行为。
6. Estimation of Ground Reaction Forces and Moments During Gait Using Only Inertial Motion Capture [O] . Angelos Karatsidis, Giovanni Bellusci, H. Martin Schepers, 2017

机译：仅使用惯性运动捕捉估算步态中的地面反作用力和力矩
7. Sensitivity of the Earthquake Response of Tall Steel Moment Frame Buildings to Ground Motion Features [O] . Krishnan Swaminathan, Muto Matthew 2013

机译：高层钢框架结构房屋对地震动特征的地震响应敏感性

Mechanism of Collapse, Sensitivity to Ground Motion Features, and Rapid Estimation of the Response of Tall Steel Moment Frame Buildings to Earthquake Excitation

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