摘要
基于汶川地震什邡震区建筑应急评估工作,重点介绍什邡市砖混结构的震害现象,根据这类房屋的震害特征和破坏模式,对其受力机理和破坏原因进行了初步理论分析,并为震后相应建筑物的修复、加固、重建工作提出一系列意见和建议,供相关研究和设计人员参考.
Based on emergency stability-evaluation of the buildings of Shifang disaster region in Wenchuan earthquake, the emphasis is laid on the description of damage phenomena of masonry structures. According to properties of the earthquake-disaster and failure-mode of masonry structures, the load-transfer mechanism and the cause of earthquake disaster were preliminarily analyzed. A series of suggestions were proposed for repair and strengthening of damaged buildings, which could provide some references for relevant researchers and designers.
出处
《甘肃科学学报》
2009年第2期33-37,共5页
Journal of Gansu Sciences
关键词
砖混结构
震害
构造措施
破坏模式
抗震性能
masonry structure
earthquake disaster
construction measure
failure mode
seismic performance
