异形超高层建筑基底应力分析研究  

Research on Basement Stress Analysis of Special-shaped Super tall Buildings

作　　者：曾昭华 黄建荣[1] 蒋益华 吕艳斌[1] ZENG Zhao-hua;HUANG Jian-rong;JIANG Yi-hua;LYU Yan-bin(Hangzhou Cinda Engineering Cost Consulting&Supervision Co.,Ltd,310000,Hangzhou,China)

机构地区：[1]杭州信达投资咨询估价监理有限公司,杭州310000

出　　处：《建筑技术》2023年第21期2683-2685,共3页Architecture Technology

摘　　要：结合实例介绍了异形超高层建筑基底应力的各项计算工作,分析了基底应力分布的控制方法及优化措施,目的是通过调整结构抗侧力体系的布置方式、优化超高层建筑的基底形状方案,以提高异形超高层建筑基底受力性能,指导异形超高层建筑的基础抗浮设计。This paper introduces the calculation of the basement stress of special-shaped superhigh-rise buildings based on examples,analyzes the control methods and optimization measures of the basement stress distribution,and aims to improve the foundation stress performance of specialshaped super high-rise buildings by adjusting the layout of the structural anti-lateral force system and optimizing the substrate shape scheme of super-high-rise buildings,so as to improve the foundation stress performance of special-shaped super high-rise buildings and guide the foundation anti-floating design of special-shaped super high-rise buildings.

关 键 词：异形超高层建筑 基底应力分析 基底形状优化 

分 类 号：TU74[建筑科学—建筑技术科学]