摘要
本工程采用不设缝的L型平面,主要屋面高度184.65m,为钢筋混凝土剪力墙结构体系,属于超B级高度高层建筑。本文归纳总结了针对该工程高度超限、平面不规则、扭转不规则等复杂性所采取的设计措施及计算分析成果,可为类似工程提供参考。
This building is reinforced concrete shear wall structure of L- shaped plane without deformation joint,which is 184. 65 m height,a super B- grade high- rise building. The design measures and calculation results are summarized to investigate the complex factors,such as the out- of- codes high- rise building,irregular plane,irregular torsion. The conclusions provide good references for the similar engineering design.
出处
《福建建筑》
2015年第8期44-50,共7页
Fujian Architecture & Construction
关键词
超B级高度
L形平面
扭转效应
剪力墙结构
性能设计
Super B level height
L-shaped plane
Torsion effect
Shear wall structure
Performance design
