单层穿斗木农房的抗震性能研究  

RESEARCH ON THE ANTI-SEISMIC PROPERTIES ON THE SINGLE-STOREY WOOD FRAMEWORK BUHJDING OF PRNETRATING RECTANGLE TIMBER HOUSES IN VILLAGES AND TOWNS

作　　者：何玲[1] 潘文[1] 杨正海[1] 刘永芳[1] 

机构地区：[1]昆明理工大学,昆明650224

出　　处：《建筑技术开发》2007年第6期24-26,共3页Building Technology Development

摘　　要：根据村镇木结构房屋的震害经验,在制定相应应对措施的基础上,参考云南省一典型彝族民居的建房尺寸,设计出一实例,将其简化为模型1和模型2,通过SAP2000软件的计算,比较了两模型的模态分析,进行了抗震与非抗震、增加附加质量的框架单元内力分析,研究了8度抗震设防区附加质量对单层穿斗木构架抗震性能的影响。Based on the field investigation and literature summarization of seismic hazard to timber houses in villages and towns in China, the corresponding countermeasures and a typical Yi nationality house, an example is designed. It is simplified as model 1 and model 2. By means of calculating of SAP2000, the analysis of Modal and the internal force on the conditiot of earthquake resistant, non-earthquake resistant, and additional mass. The effect of anti-seismic properties on the single-storey wood framework building of penetrating rectangle timber under the additional mass in 8.0 earthquake resistant fortified zone is obtained.

关 键 词：农房 单层穿斗木 抗震性能 实例分析 

分 类 号：TU366[建筑科学—结构工程]