[1]林建华.高耸石结构抗震可靠度分析[J].华侨大学学报(自然科学版),1992,13(4):498-504.[doi:10.11830/ISSN.1000-5013.1992.04.0498]
　Lin Jianhua.Antiseismic Reliability Analysis Made on High-Rise Stone Structure[J].Journal of Huaqiao University(Natural Science),1992,13(4):498-504.[doi:10.11830/ISSN.1000-5013.1992.04.0498]
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高耸石结构抗震可靠度分析()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第13卷
期数:
1992年第4期
页码:
498-504
栏目:
出版日期:
1992-10-20

文章信息/Info

Title:
Antiseismic Reliability Analysis Made on High-Rise Stone Structure
作者:
林建华
华侨大学土木工程系
Author(s):
Lin Jianhua
关键词:
地震;  可靠度;  概率;  结构动力学;  石结构
Keywords:
earthquakes;  reliability;  probability;  structural dynamics;  stone structure
DOI:
10.11830/ISSN.1000-5013.1992.04.0498
摘要:
本文以地震烈度及地面运动加速度峰值作为地震强度指标,通过对闽南地区的地震危险性分析和对高耸石结构的随机振动分析,求得石结构随机地震反应的统计量,并对著名的泉州东西古塔进行抗震变形能力和抗震承载能力的可靠度计算.
Abstract:
With seismic intensity and peak acceleration of ground motion as the indications of seosmocity, the statistic of random seismic response of stone structure was obtained by analysing the seismic risk in South Pujian and the random vibration of high-rise st

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更新日期/Last Update: 2014-03-22