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Critical Response of Multi-Story Damped Bilinear Hysteretic Shear Building Under Multi Impulse as Representative of Long-Period, Long-Duration Earthquake Ground Motions

机译：多层阻尼双线性滞回剪切建筑在多脉冲下的关键反应作为长期，长期地震地面运动的代表

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Akira Kawai; Izuru Takewaki;
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1. Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion [J] . Kojima Kotaro, Takewaki Izuru Frontiers in Built Environment . 2017,第1期

机译：单脉冲双线性滞后系统在多冲量下代替长时地面运动的临界稳态响应
2. Critical response evaluation of damped bilinear hysteretic SDOF model under long duration ground motion simulated by multi impulse motion [J] . Hiroki Akehashi, Kotaro Kojima, Ehsan Noroozinejad Farsangi, International Journal of Earthquake and Impact Engineering . 2018,第4期

机译：多脉冲运动模拟的阻尼双线性滞后SDOF模型在长时间地面运动下的临界响应评估
3. Critical response evaluation of damped bilinear hysteretic SDOF model under long duration ground motion simulated by multi impulse motion [J] . Hiroki Akehashi, Kotaro Kojima, Ehsan Noroozinejad Farsangi, International Journal of Earthquake and Impact Engineering . 2018,第4期

机译：多冲动运动模拟长持续时间接地运动下阻尼双线性滞回SDOF模型的关键响应评价
4. TIME HISTORY RESPONSE PREDICTION FOR MULTI-STORY BUILDINGS CONSISTING OF MIXED SOFT AND RIGID STORIES UNDER EARTHQUAKE MOTIONS [C] . Y.C.Li, C.J.Yang, J.L.Sun Innovation, practice, safety . 2008

机译：地震作用下软，刚性混合结构多层建筑的时间历史响应预测
5. Seismic Study of Tremor, Deep Long-Period Earthquakes, and Basin Amplification of Ground Motion [D] . Han, Jiangang. 2017

机译：震颤，深长期地震和盆地地面运动的地震研究
6. Critical response of elastic-plastic SDOF systems with nonlinear viscous damping under simulated earthquake ground motions [O] . Goki Tamura, Kotaro Kojima, Izuru Takewaki 2019

机译：模拟地震地震动下具有非线性粘滞阻尼的弹塑性SDOF系统的临界响应
7. Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion [O] . Kotaro Kojima, Izuru Takewaki 2017

机译：多脉冲下单自由度双线性滞回系统的临界稳态响应作为长时间地震动的替代

Critical Response of Multi-Story Damped Bilinear Hysteretic Shear Building Under Multi Impulse as Representative of Long-Period, Long-Duration Earthquake Ground Motions

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