隔震橡胶支座竖向刚度和水平力学性能研究
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摘要
对我国隔震橡胶支座作了竖向刚度分析,结果表明铅芯橡胶支座的竖向刚度理论值与试 验值吻合极好,普通橡胶支座试验值则偏小;同时对我国橡胶支座水平性能进行了回归研究,得 出了水平有效刚度回归公式。
The rubber bearing vertical stiffness is first studied in this paper. The test results of Chinese lead rubber bearing vertical stiffness are approximate to the calculated from the recent theoretical formulas. However, the test results of normal rubber bearing are lower to the theory calcuated. In addition, this paper discusses the horizontal proper of Chinese rubber bearings, and the horizontal stiffness formulas are also fetched through the test results.
引文
[1]刘文光,周福霖等.铅芯夹层橡胶隔震垫基本力学性能研究.地震工程与工程振动,1999(1).
    [2] 刘文光,周福霖等.铅芯夹层橡胶隔震垫各种相关性能及长期性能的研究.华南建设学院(酉院)学 报,1999(1).
    [3] 日本隔震构造协会.隔震构造入门.Omu出版社,1995.
    [4]日本建筑学会·免震构造设计指南(Recommendation for the Design of Base Isolated builidings). 1993.12(第二版).
    [5]唐家祥,刘再华.建筑结构基础隔震.华中理工大学出版社,1993.
    [6] Skinner, R. I., W. H. Robinson and G. H. McVerry. An Introduction to Seismic Isolation. JohnWiley & Sons Ltd, England, 1993.
    [7] 周福霖著.工程结构减震控制.北京:地震地版社,1997.

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