This paper offers a practical method for calculating the earthquake response of base isolation building equipped with the laminated rubber bearings on the basis of comprehensive analysis.
在分析国内外橡胶支座基础隔震建筑地震作用计算方法的基础上，提出了计算橡胶支座基础隔震建筑地震作用的实用计算方法。
The mathematical and the mechanical model of the structural system of base isolation with restricted absorbers for brick masonry building structure are studied in this paper.
本文建立了砖混建筑结构基础隔震及其限位系统的数学模型、力学模型。
As a new and effective method to withstand horizontal component of earthquake for building structure, the base isolation technique has been in the engineering application phase.
基础隔震技术为建筑结构抵御地震灾害提供了一种行之有效的全新方法，其水平地震分量的隔震技术已进入工程实用阶段。
In this paper, the seismic reduction effectiveness and earthquake response of building with a twelve stories frame-shear wall structure adopting base seismic isolation is studied.
本文以一幢十二层框架—剪力墙结构作为研究对象，探讨采用基底隔震技术后的减震效果及其地震反应的特点。
Shaking table experimental study on the 1/15 scale model of a 9 story masonry building with base sliding isolation, together with theoretical analysis, are introduced.
本文介绍了太原市“玫瑰园”小区某九层砖房基础滑移隔震结构的1/15整体缩尺模型的振动台对比试验和理论分析。
Shaking table experimental study on the 1/15 scale model of a 9 story masonry building with base sliding isolation, together with theoretical analysis, are introduced.
本文介绍了太原市“玫瑰园”小区某九层砖房基础滑移隔震结构的1/15整体缩尺模型的振动台对比试验和理论分析。
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