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Evaluation methods of elastoplastic response of components to earthquake motions (Consideration of elastoplastic behaviour on the response of single-degree-of-freedom systems)

机译：地震运动中组分弹塑性响应评价方法（对单型自由度系统响应的考虑）

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Ichiro TAMURA; Shinichi MATSUURA;
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1. Nonlinear numerical method for earthquake site response analysis I-elastoplastic cyclic model and parameter identification strategy [J] . Fernando Lopez-Caballero, Arezou Modaressi-Farahmand Razavi, Hormoz Modaressi Bulletin of earthquake engineering . 2007,第3期

机译：地震现场响应分析的非线性数值方法弹塑性循环模型及参数辨识策略
2. Nonlinear numerical method for earthquake site response analysis I — elastoplastic cyclic model and parameter identification strategy [J] . Fernando Lopez-Caballero, Arezou Modaressi-Farahmand Razavi, Hormoz Modaressi Bulletin of Earthquake Engineering . 2007,第3期

机译：地震现场响应分析的非线性数值方法I-弹塑性循环模型与参数辨识策略
3. Multi-step prediction of strong earthquake ground motions and seismic responses of SDOF systems based on EMD-ELM method [J] . Yang Dixiong, Yang Kaisheng Soil Dynamics and Earthquake Engineering . 2016,第Juna期

机译：基于EMD-ELM方法的SDOF系统强地震地震动和地震响应的多步预测
4. DEVELOPMENT OF REAL-TIME RESIDUAL SEISMIC CAPACITY EVALUATION SYSTEM N° 22: PROPOSED EQUATION FOR ESTIMATION OF THE RESPONSE SPECTRUM REDUCTION RATIO FOR EARTHQUAKE GROUND MOTIONS BASED ON THE STEADY-STATE RESPONSE [C] . Diaz Miguel, 楠浩一, 田才晃日本建築学会大会;日本建築学会 . 2013

机译：实时剩余地震能力评估系统N°22的开发：基于稳态响应的地震地动响应谱减小比估计的建议方程式
5. Elastoplastic responses of buried pipeline systems under wave propagation [D] . Lau, Yuean-Chen 1989

机译：波传播下地下管道系统的弹塑性响应
6. Influence of the Mechanical Properties of Elastoplastic Materials on the Nanoindentation Loading Response [O] . Huanping Yang, Wei Zhuang, Wenbin Yan, 2020

机译：弹塑性材料力学性能对纳米茚满负荷响应的影响
7. CRITICAL EARTHQUAKE RESPONSE OF WOODEN HOUSES MODELED BY SINGLE-DEGREE-OF-FREEDOM BILINEAR+SLIP SYSTEM SUBJECTED TO PULSE-LIKE GROUND MOTIONS [O] . Shota NAKAYAMA, Kotaro KOJIMA 2021

机译：通过自由度双线性+滑动系统模型建模的木屋的临界地震响应经受脉冲状地面运动

Evaluation methods of elastoplastic response of components to earthquake motions (Consideration of elastoplastic behaviour on the response of single-degree-of-freedom systems)

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