首页> 外文会议>12th World Conference on Earthquake Engineering >A STUDY ON ALLOWANCE LIMITS OF RATIO OF HEIGHT TO WIDTH FOR FRICTION-SLIDING BASE-ISOLATED MASONRY BUILDING
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A STUDY ON ALLOWANCE LIMITS OF RATIO OF HEIGHT TO WIDTH FOR FRICTION-SLIDING BASE-ISOLATED MASONRY BUILDING

机译:滑动滑移隔震砌体建筑的高宽比允许极限研究

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摘要

The limitation values of ratio of height to width for the friction-sliding base-isolated masonry building subjected to seismic excitations are studied in this paper. The statistical results of the limit values for the isolated building are given by means of the Wilson-θ step-by-step integration approach.
机译:研究了受地震激励的基础滑动隔震砌体房屋的高宽比极限值。通过Wilson-θ逐步积分方法给出了隔离建筑物的极限值的统计结果。

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