摘要
南京某民国老文物库房建于1936年,当时未考虑抗震设防,存在明显不符合抗震要求的问题。为保证老建筑能继续安全使用,通过结构检测、现场资料调查和运用结构综合抗震能力计算分析,对该建筑抗震性能进行评价,找出了房屋存在的问题和结构缺陷。然后在此基础上对加固策略进行探讨,提出了合理的抗震加固措施和建议。
The old relic storehouse in Nanjing was built in 1936 and the seismic capability of this building is insufficient. To ensure the safety of this old storehouse, structural investigation, site inspection and the structural synthetic seismic calculation were done to appraise seismic behavior of this building and find the defect in structural system. Then strengthening ways were discussed based on the analysis and some reasonable strengthening suggestions for old storehouse were put forward.
出处
《结构工程师》
2009年第5期115-119,共5页
Structural Engineers
关键词
抗震鉴定
民国库房
现场检测
加固
seismic evaluation
relic storehouse
testing in situ
strengthening
