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RESPONSE PREDICTION FORMULA FOR BASE-ISOLATED BUILDING BY USING PERIOD RATIO BETWEEN SUPERSTRUCTURE AND SEISMIC ISOLATION LAYER

机译：使用超结构与地震隔离层之间的周期比响应预测公式

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Huixin FU; Daiki SATO; Haruyuki KITAMURA; Yoriyuki MATSUDA; Kazuaki MIYAGAWA; Takuya UEKI; Yukio MURAKAMI;
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2. Intensity measures for the seismic response prediction of base-isolated buildings [J] . Mollaioli F., Lucchini A., Cheng Y., Bulletin of earthquake engineering . 2013,第5期

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3. Influence of ground motion duration and isolation bearings on the seismic response of base-isolated bridges [J] . Hassan Afraa Labiba, Billah A. H. M. Muntasir Engineering Structures . 2020,第Nova1期

机译：地面运动持续时间和隔离轴承对底座桥梁地震反应的影响
4. A PRACTICAL COMPUTATION FORMULA FOR SEISMIC ISOLATION COEFFICIENT IN THE HORIZONTAL DIRECTION OF LRB BASE-ISOLATED BUILDING STRUCTURES [C] . Rong Fu, Kun Ye, Li Li International Symposium on Structural Engineering . 2012

机译：LRB隔震建筑结构水平方向抗震系数的实用计算公式
5. Slab Vibration and Horizontal-Vertical Coupling in the Seismic Response of Irregular Base-Isolated and Conventional Buildings. [D] . Guzman Pujols, Jean Carlos. 2016

机译：不规则隔震建筑物和常规建筑物在地震反应中的平板振动和水平-垂直耦合。
6. Evaluation of Seismic Performance and Effectiveness of Multiple Slim-Type Damper System for Seismic Response Control of Building Structures [O] . David Kim, Eun Hee Sung, Kwan-Soon Park, -1

机译：建筑结构地震响应控制的多个超薄型阻尼器系统的抗震性能和有效性评估
7. INFLUENCE OF PERFORMANCE VARIATION OF SEISMIC ISOLATION DEVICES DUE TO LONG-PERIOD GROUND MOTION ON RESPONSE CHARACTERISTICS OF BASE ISOLATED BUILDING [O] . Miyuki OMIYA, Wataru SANO, Haruyuki KITAMURA 2018

机译：地震隔离装置性能变化因长期地面运动对基地响应特征的影响

RESPONSE PREDICTION FORMULA FOR BASE-ISOLATED BUILDING BY USING PERIOD RATIO BETWEEN SUPERSTRUCTURE AND SEISMIC ISOLATION LAYER

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