摘要
某超高层主塔楼与裙房之间设置了40m大跨度连体,拟采用立体双拱架连接。本文着重分析了低位连体与塔楼之间的相互影响,并通过抗震性能、温度作用、舒适度、施工模拟等内容分析对双拱架连体的受力特性、刚度特征进行了研究,结果表明立体双拱架在连体中的应用是安全可行的。
Between a super high tower and podium set up a 40m-span gallery,intends to use double connected arch. The paper focus on the analysis of mutual influence between the low connected and tower. Based on the seismic,temperature,comfort and construction simulation analysis,the mechanical and stiffness characteristics of the double arch connected structure are put forward. The results show that the application of double arch is safe and feasible.
出处
《广东土木与建筑》
2016年第1期13-15,5,共4页
Guangdong Architecture Civil Engineering
关键词
双拱架
连体
抗震性能
温度作用
施工模拟
double arch
connective structure
seismic characteristics
temperature effect
construction simulation
