| 大雁塔地震可靠性分析 |
| |
| 引用本文： | 李丽娟,施明诚.大雁塔地震可靠性分析[J].应用力学学报,1994,11(2):86-91. |
| |
| 作者姓名： | 李丽娟 施明诚 |
| |
| 作者单位： | 西安冶金建筑学院，西安交通大学 |
| |
| 摘 要： | 本文采用双参数地震破坏模型，对大雁塔的地震可靠性进行了分析研究，给出了塔体各层在不同地震烈度下的破坏指标均值和条件破坏概率，并对破坏指标均值较大的顶层计算了不同年限内的破坏概率。
|
| 关 键 词： | 可靠性 破坏概率 塔 地震 结构力学 |
Seismic Reliability Analysis of Wild Goose Pagoda |
| |
| Li Lijuan,Shi Mincheng,Mei Zhanxin.Seismic Reliability Analysis of Wild Goose Pagoda[J].Chinese Journal of Applied Mechanics,1994,11(2):86-91. |
| |
| Authors: | Li Lijuan Shi Mincheng Mei Zhanxin |
| |
| Institution: | Li Lijuan;Shi Mincheng;Mei Zhanxin(Xi'an Institute of Metallurgy and Construction Engineering)(Xi'an Jiaotong University) |
| |
| Abstract: | Based on the two-parameter seismic damage model, the seismic reliability of Wild Goose Pagodehas been studied in this paper, from which the mean square value of damage index and conditonaldamage probability of various floor of the pagoda under the different seismic intensities are given. Thedamage probability of the top floor which has the higher mean square value of damage index is com-puted. |
| |
| Keywords: | damage index reliability damage probability/Wild Goose Pagoda |
| 本文献已被 CNKI 维普 等数据库收录！ |
