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- The results indicate that SSI effect has influenced on base isolated structure.In engineering design, isolated structure should not ignore the influence of SSI effect. 分析结果表明，地基-结构相互作用效应对基础隔震结构存在影响，在工程设计中，隔震结构不应忽略地基-结构相互作用效应的影响。
- Regarding multilayer base shake-isolation framework as research object, the influence of SSI effect on base isolated structure by means of the finite element analysis method is studied. 摘要以多层基础隔震框架为研究对象，利用有限元分析方法，研究地基-结构相互作用效应对基础隔震结构隔震效果的影响。
- parallel base isolated structure 并联基础隔震结构
- An approximate method for analyzing seismic response of non-proportionally damped base isolated structures in time domain is derived by combining real mode superposition and Laplace transform method. 采用子结构瑞利阻尼模型表达隔震体系的非比例阻尼矩阵,将实振型分解法与拉普拉斯变换方法联合应用,建立了任意多自由度非比例阻尼隔震体系时域动力响应的工程算法。
- Slab-Column Base isolated Structure's Tentative Plan and Simplified Calculation in the Earthquake 板柱房屋隔震及地震作用的计算简化方法
- parallel base isolation structure 并联基础隔震结构
- base isolated structure 基础隔震结构
- Theoretical Study on Design and Application on Sliding Base Isolation Structure 基础滑移隔震房屋结构设计与工程应用的理论研究
- Analysis of Effect of Vertical Motion on the Limit Ratio of Height to Width of Base Isolated Structures 竖向地震动对隔震结构高宽比限值的影响分析
- Analyses of computational model and vibrating characteristics of the base isolation structure made of self-damped rubber laminated-support 自阻尼叠层橡胶支座基础隔震结构的计算模型及振动特性分析
- base isolated structures 基础隔震结构
- With isolated structure, our products are hightly immune to environment pollution. 隔离式结构,产品具有高度抗环境污染力。
- In view of this, ASCE, Gavin of Duke University and Johnson of South California University presents the smart base isolated Benchmark building. 为此,美国土木工程师协会、美国Duke大学的Gavin和南加州大学的Johnson提出了智能隔震结构Benchmark模型。
- base isolation structure 基础隔震结构
- base - isolated structure with LRB LRB隔震结构
- Random Earthquake Responses of Base Isolation Structures Considering Soil-Structure Interaction 土与隔震结构共同作用的随机地震反应分析
- Elasto plastic dynamic analysis for the first structure with rubber bearings base isolation system in China is performed by the program HBTA2 0. 采用HBTA2 0程序 ,对我国首栋橡胶垫隔震结构进行双向地震波作用下的弹塑性动力分析。
- An actual isolated structure was taken as its numerical example, and the advantage of identification of equivalent parameters for simplified isolated model using random responses is exhibited. 文末采用一个实际隔震工程作为算例，显示了采用结构随机响应进行隔震结构简化模型等效参数识别的优越性。
- high - rising isolated structure 高层隔震结构
- The isolation systems consist of elastomeric, sliding and resilient-friction base isolation (R-FBI) systems. 研究了在不同隔震层屈服剪力和隔震周期时,不同隔震系统对结构地震反应的影响。
