西南交通大学学报2018，Vol.53Issue(3)：540-547,8.DOI:10.3969/j.issn.0258-2724.2018.03.015
四川省某砖石古塔隔震加固方案研究
Study on Isolated Reinforcement Scheme of Ancient Masonry Pagoda in Sichuan Province
摘要
Abstract
In order to more effectively protect masonry pagodas and retain their original historical style and features,Pengzhou Zhenguo White Pagoda was examined as a representative case. The isolation performance of the pagoda was analysed using different isolation schemes as parameters. The vertex maximum acceleration,interlayer displacement,and shear force values under rarely severe earthquake before and after isolation were compared,and the wind resistant and anti-overturn status after isolation were calculated. The results showed that the seismic response could be reduced under a rare earthquake by selecting larger isolation bearings and an outer edge arrangement. The maximum acceleration of the vertex was decreased by approximately 80%,while the horizontal shear was decreased by approximately 70%,which effectively improved the seismic safety of the masonry pagoda.关键词
砖石古塔/基础隔震/加固方案/时程分析Key words
masonry pagoda/base isolation/strengthening measure/time-history analysis分类
建筑与水利引用本文复制引用
潘毅,王子超,尚枫,葛庆子,袁双..四川省某砖石古塔隔震加固方案研究[J].西南交通大学学报,2018,53(3):540-547,8.基金项目
中国工程院咨询研究项目(2010-ZD-4) （2010-ZD-4）
四川省科技支撑计划资助项目(2014SZ0110) （2014SZ0110）
