摘要
利用汶川8.0级地震特大发生后作者在极重灾区——四川省广元市青川县参加首批房屋应急评估工作期间收集的房屋震害资料,分析了砌体结构的震害特点和震害原因,对提高中小学砌体建筑抗震能力进行研究,从概念设计与计算分析两个方面对现行抗震设计规范的若干条文进行了讨论,提出了验算砌体结构抗倒塌能力的建议。
The earthquake damage of masonry buildings is collected in the earliest work of site urgent structural assess- ment in the extreme heavy disaster area Qingchuan county of Guangyuan city, Sichuan province just after the Wenchuan Ms8.0 earthquake. The features and causes of earthquake damage of masonry buildings are summa- rized and analyzed. Research work on enhancing the seismic capacity of masonry buildings of primary and middle school is presented. Discussion on the regulations of current seismic design code is made from the view of con- ceptual design and analytical calculation. Some suggestions are proposed to verify the anti-collapse capacity under strong earthquake.
出处
《地震研究》
CSCD
北大核心
2009年第4期402-408,共7页
Journal of Seismological Research
基金
上海市自然科学基金--"多层砌体结构住宅综合改造的结构对策研究"(09ZR1433400)
关键词
汶川8.0级地震
砌体结构
震害
中小学建筑
抗倒塌能力
the 5. 12 Wenchuan earthquake, masonry buildings, earthquake damage, primary and middle school buildings, anti-collapse capacity