首页|某塔楼偏置的大底盘超限高层结构设计

某塔楼偏置的大底盘超限高层结构设计

扫码查看
某塔楼为大底盘单塔框架-剪力墙结构,存在扭转不规则、楼板不连续、承载力突变、塔楼偏置等多项不规则,属于规则性超限工程.针对结构的不规则情况,运用基于性能的抗震设计方法,对主体结构及关键部位进行详细的分析,并采取相应措施,保证结构整体指标及抗震性能均满足规范和抗震性能目标的要求.
Oversized high-rise structure design with large chassis offset of a tower
A tower is a frame-shear wall structure of a single tower with large chassis.There are many irregularities,such as torsion irreg-ularity,floor discontinuity,bearing capacity mutation,tower offset,etc.,which belongs to a regular over-limit project.In view of the ir-regularity of the structure,the performance-based seismic design method is used to analyze the main structure and key parts in detail,and a series of structural measures are adopted to ensure that the overall index and seismic performance of the structure meet the requirements of the code and the seismic performance target.

eccentric towerenlarged basefloor stress analysiscross-story columnseismic performance design

张剑森

展开 >

厦门上城建筑设计有限公司 福建厦门 361000

塔楼偏置 大底盘 楼板应力分析 穿层柱 抗震性能设计

2024

福建建设科技
福建省建设厅科技情报中心站 福建省建筑科学研究院

福建建设科技

影响因子:0.5
ISSN:1006-3943
年,卷(期):2024.(1)
  • 3