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ENERGY DISSIPATION MECHANISM AND MAXIMUM RESPONSE DISPLACEMENT PREDICTION OF STEEL FRAMES WITH YIELDING BASE PLATES IN UPLIFT MOTION FOR SEISMIC RESPONSE REDUCTION

机译：升压运动中钢框架钢框架的能量耗散机理及最大响应位移预测

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Tatsuya AZUHATA; Mitsumasa MIDORIKAWA; Tadashi ISHIHARA;
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年度 2004
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1. Seismic responses of steel frame structures with self-centering energy dissipation braced on shape memory alloy cables [J] . Dong Huihui, Du Xiuli, Han Qiang Advances in Structural Engineering . 2019,第9期

机译：自定心耗能的钢框架结构在形状记忆合金电缆上的地震响应
2. Seismic responses of steel frame structures with self-centering energy dissipation braced on shape memory alloy cables [J] . Dong Huihui, Du Xiuli, Han Qiang Advances in Structural Engineering . 2019,第9期

机译：钢框架结构与自定心能量耗散的地震反应铺设在形状记忆合金电缆上
3. Response of Seismically Isolated Steel Frame Buildings with Sustainable Lead-Rubber Bearing (LRB) Isolator Devices Subjected to Near-Fault (NF) Ground Motions [J] . Derek Clements-Croome, Jong Wan Hu Sustainability . 2014,第1期

机译：地震隔离的钢框架建筑物在承受近断层（NF）地震动的情况下对带有可持续铅橡胶（LRB）隔离装置的反应
4. The seismic energy dissipation mechanism of rocking structural systems with yielding base plates [C] . T. Azuhata, M. Midorikawa, T. Ishihara, World Conference on Earthquake Resistant Engineering Structures . 2005

机译：摇动底板摇摆结构系统的地震能量耗散机理
5. The inelastic seismic response of steel plate shear wall web plates and their interaction with the vertical boundary members. [D] . Webster, David J. 2013

机译：钢板剪力墙腹板的非弹性地震响应及其与竖向边界构件的相互作用。
6. An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate [O] . Sudeok Shon, Mina Yoo, Seungjae Lee 2017

机译：梯形波纹钢板对钢框架的剪切滞后和耗能的实验研究
7. DYNAMIC BEHAVIOR OF. STEEL FRAMES WITH YIELDING BASE PLATES IN UPLIFT MOTION FOR SEISMIC RESPONSE REDUCTION [O] . Mitsumasa MIDORIKAWA, Tatsuya AZUHATA, Tadashi ISHIHARA, 2003

机译：动态行为。具有屈服底板的钢框架，用于振动运动，减少地震反应
8. Response and Energy-Dissipation of Reinforced Concrete Frames Subjected to Strong Base Motions. [R] . gulkan, polat sozen, mete a. 1971

机译：钢筋混凝土框架在强基础运动下的响应与耗能。

ENERGY DISSIPATION MECHANISM AND MAXIMUM RESPONSE DISPLACEMENT PREDICTION OF STEEL FRAMES WITH YIELDING BASE PLATES IN UPLIFT MOTION FOR SEISMIC RESPONSE REDUCTION

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