某科技文化中心斜柱框架-剪力墙结构设计  

Design of inclined frame-shear wall structure for a certain technological and cultural center

作　　者：贾天悦 杨永睿 孙海林 董越 王睿 Jia Tian-yue;Yang Yong-rui;Sun Hai-lin;Dong Yue;Wang Rui(China Architecture Design&Research Group Co.Ltd,Beijing 100044,China)

机构地区：[1]中国建筑设计研究院有限公司,北京100044

出　　处：《工程抗震与加固改造》2024年第4期148-155,共8页Earthquake Resistant Engineering and Retrofitting

摘　　要：本文以某科技文化中心斜柱框架-剪力墙结构设计为实例,分析了与传统框架、框剪结构相比,框架柱均为斜柱时结构在重力作用及地震作用下受力的特殊差异。总结了此类全斜柱框架的一般分析流程,主要包括:结构选型、结构整体受力、斜柱构件受力、框架梁受力、楼板受力、沉降、弹塑性地震损伤等分析,以及重要节点有限元分析,并进行了多软件对比分析。通过上述流程分析设计,各项指标及受力情况均可满足规范要求,同时可以实现建筑形体的创新变化。This paper takes the design of a slanted frame-shear wall structure in a certain technological and cultural center as an example to analyze the special differences in the stress of the structure under gravity and earthquake when the columns are all slanted compared to traditional frame and frame-shear wall structures.The general analysis process of this type of fully inclined column frame is summarized,mainly including:structural scheme selection,overall structural analysis,inclined column component design,frame beam design,floor design,comparative analysis of different types of software,irregular analysis,settlement analysis,elastic-plastic seismic damage analysis,important node finite element analysis,etc.Through the process analysis and design,various indicators and stress conditions meet the requirements of specifications,while innovative changes in architectural form are also realized.

关 键 词：全斜柱框剪结构 受力分析 节点有限元分析 不规则分析 弹塑性分析 

分 类 号：TU973.16[建筑科学—结构工程] TU352.12