高层基础隔震结构高宽比限值分析

祁皑;商昊江

振动与冲击 ›› 2011, Vol. 30 ›› Issue (11) : 272-280.

PDF(2971 KB)
PDF(2971 KB)
振动与冲击 ›› 2011, Vol. 30 ›› Issue (11) : 272-280.
论文

高层基础隔震结构高宽比限值分析

  • 祁皑; 商昊江
作者信息 +

Analysis on the limit of height-width ratio of high-rise base-isolated structure

  • Qi Ai ; Shang Hao-jiang
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文章历史 +

摘要

研究了橡胶支座高层基础隔震结构高宽比限值。为考虑高阶振型对结构高宽比限值的影响,采用3质点模型推导了高层隔震结构高宽比限值的显式,给出各种建筑类别、设防烈度、场地条件和结构阻尼比的高宽比限值,并按简便、安全的原则对各种工况下的高宽比限值进行了归并,与采用单质点的计算结果对比后发现相差不大,说明高阶振型对高层基础隔震结构高宽比限值的影响不大。本文还进一步讨论了当隔震周期不等于临界周期时高宽比限值的变化情况,发现当隔震周期小于临界周期时高宽比限值的降低并不明显,当隔震周期大于临界周期时高宽比限值的降低比较明显。

Abstract

The limit of height-width ratio of high-rise base-isolated structure with rubber bearings is investigated. With 3-particle model being adopted, The derivation of limit ratio formulas are performed and the results are presented corresponding to various kinds of building categories, earthquake fortification intensities, site classifications, and damping ratios of structure. In conformity to the principle of simplicity and safety, the calculated limit ratios are summarized. By comparing the results with which adopted single-particle model, it is shows that there is little difference between them, which is indicated that high-order modes have little effect on the limit of height-width ratio of high-rise base-isolated structure. The changes of the high-width ratio are further discussed when the basic period is not equal to the critical period, and it is found that when the basic period is less than the critical period the limit of height-width ratio dose not significantly reduce, and when the basic period is greater than critical period the limit of height-width ratio reduce obviously.

关键词

高层基础隔震结构 / 高宽比限值 / 临界周期

Key words

high-rise base-isolated structure / limit of height-width ratio / critical period

引用本文

导出引用
祁皑;商昊江. 高层基础隔震结构高宽比限值分析[J]. 振动与冲击, 2011, 30(11): 272-280
Qi Ai;Shang Hao-jiang. Analysis on the limit of height-width ratio of high-rise base-isolated structure[J]. Journal of Vibration and Shock, 2011, 30(11): 272-280

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