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砖石古塔抗震加固对策探讨
引用本文:姚谦峰,卢俊龙,张荫.砖石古塔抗震加固对策探讨[J].工业建筑,2007,37(9):115-118.
作者姓名:姚谦峰  卢俊龙  张荫
作者单位:西安建筑科技大学,土木工程学院,西安,710055
基金项目:国家科技部科技行动计划 , 陕西省教育厅资助项目 , 陕西省自然科学基金
摘    要:砖石古塔为古代高层建筑的杰出代表,由于建造年代久远,大多数古塔都遭受过地震的破坏;为了对其进行有效的抗震保护,需要结合其震害形成机制,探讨相应的加固对策。以时程分析法,对国家级重点文物——陕西西安兴教寺塔在水平和竖向地震共同作用下的地震反应进行分析。结合计算结果,分析其震害形成机制,并提出现存砖石古塔的抗震加固措施。

关 键 词:砖石古塔  地震反应分析  震害分析  抗震加固
修稿时间:2007-04-05

RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS
Yao Qianfeng,Lu Junlong,Zhang Yin.RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J].Industrial Construction,2007,37(9):115-118.
Authors:Yao Qianfeng  Lu Junlong  Zhang Yin
Abstract:Masonry pagodas are outstanding examples of ancient high-rise buildings.Built long ago,many pagodas are suffered from earthquakes.To prevent them from destruction by earthquakes,it is necessary to research on seismic reinforcement methods for them with mechanism of seismic disaster.Applying time history analysis method,the Xingjiao Temple's Pagoda in Xi'an,Shaanxi Province which is a key national relic,the seismic analysis has been done for it under horizontal and vertical affects by earthquake.In light of calculation results,the forming mechanism of masonry pagodas is discussed and some seismic reinforcement measures are put forward.
Keywords:masonry pagoda seismic response analysis seismic disaster analysis earthquake-resistance reinforcement
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