摘要
对风荷载较大的海南地区某高层住宅进行了弹性层间位移角计算,提出了风荷载作用下,层间位移角的具体控制措施,对比分析了不同措施下,结构刚度提高幅度以及对建筑功能的影响程度,供类似设计参考。
Based on the structural design of a high-rise building with large wind load in Hainan area,the calculation and analysis of the elastic inter-story drift ratio is carried out. Specific control measures of the inter-story drift ratio under the action of wind load was proposed. The increase of stiffness and influence on architectural function under different measures were compared. Results can be used as references for similar engineering.
出处
《山西建筑》
2016年第13期42-43,共2页
Shanxi Architecture
