1.
Push-over analysis of story isolation structure
层间隔震结构的Push-over分析
2.
STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE
层间隔震结构的非线性随机地震反应分析
3.
Seismic response prediction for a story-isolation structure based on energy balance method
基于能量平衡的层间隔震结构地震响应预测
4.
Random Vibration Response and Reliability Analysis of Interlayer Seismic Isolated Structure System;
层间隔震结构的随机响应及可靠度分析
5.
Dynamic Time-History Analysis and Reliability Study of Interlayer Seismic Isolated Structure System
层间隔震结构的动力时程分析及可靠度分析
6.
Shaking table tests on story-isolation structures considering parametric optimization
考虑参数优化的层间隔震结构振动台试验研究
7.
Interlayser Seismic Isolation Analysis of Shear-Frame Structure;
高层框架—剪力墙结构层间隔震的动力时程分析
8.
The Bottom Weak Structure of Story Isolated Theory and Application Research
底部柔弱结构层间隔震机理与应用研究
9.
Theoretical and Experimental Investigation on Mid-Story Seismic Isolation and Reduction Structures;
层间隔震减震结构的理论分析和振动台试验研究
10.
Calculation Model and Seismic Analysis of Story Isolation Masonry Building with Frame Structure at Lower Stories
底框砌体结构层间隔震计算模型及地震反应分析
11.
Study on the Seismic Response of the Laminated Rubber Bearings Base Isolated Building;
叠层橡胶基础隔震结构动力反应研究
12.
Earthquake Response Reduction Analysis of High-rise Reinforced Concrete Structures with Isolated Systems on the Top;
高层建筑砼结构顶部隔震体系的减震分析
13.
Earthquake-reducing Researches on High-rise Concrete Shearwall Residence with Base Isolation;
高层住宅混凝土剪力墙隔震结构的减震研究
14.
Effect of Characteristics of Near-fault Ground Motions on Isolated Buildings
近断层地震各因素对基础隔震结构的影响
15.
ANALYSIS ON SEISMIC DYNAMIC RESPONSE OF BASE-ISOLATED STRUCTURES WITH LAMINATED RUBBER BEARINGS
叠层橡胶基础隔震结构的地震动力反应分析
16.
The Earthquake Response and Earthquake Action Calculation of the Base-isolation Structures and the "Adding Story and Seismic Decrease" Structures;
基础隔震和加层减震结构地震响应分析与地震作用取值
17.
Analysis of Earthquake Response on Large Bay Multi-ribbed Slab Structure with Base Isolation;
隔震大开间密肋复合墙结构地震反应分析
18.
The lateral-torsion coupling seismic response of the uniaxial-eccentricity base-isolated structure is then analyzed, and the seismic responses of several base-isolated structures with various eccentricity ratios are discussed.
结果表明：在结构设计中应合理调整隔震结构上部结构和隔震层的偏心率。