依托性能化设计方法的复杂建筑结构设计研究  

Research on Complex Building Structure Design Based on Performance-based Design Method

作　　者：王志勇 WANG Zhi-yong(Zhangzhou Urban Investment Design Consulting Group Co.,Ltd.,Zhangzhou 363005,China)

机构地区：[1]漳州城投设计咨询集团有限公司,漳州363005

出　　处：《价值工程》2025年第1期131-134,共4页Value Engineering

摘　　要：某复杂高层连体建筑其主要构成部分为框架-剪力墙和连续式桁架。针对这种连续式桁架结构的选择优化展开研究,并根据完整的连续体模型,对其进行小震弹性评估、中震性能测试以及大震动态弹塑性评估。本文通过对连体建筑的核心议题进行深入研究,涉及主要构件与节点的布置、抗连续坍塌的能力,以及在强烈地震作用下建筑物的形态与受损状况。经过深入剖析,研究结果显示,复杂高层连体建筑架构布局适宜,主要构件与节点的布置已实现预期功能,同时具备抵抗连续坍塌的能力。The main components of a complex high-rise connected building are frame shear walls and continuous trusses.Research is conducted on the selection optimization of this continuous truss structure,and based on the complete continuum model,small earthquake elastic evaluation,medium earthquake performance testing,and large earthquake dynamic elastoplastic evaluation are carried out.This article conducts in-depth research on the core issues of connected buildings,including the arrangement of main components and nodes,the ability to resist continuous collapse,and the shape and damage status of buildings under strong earthquake action.After in-depth analysis,the research results show that the layout of complex high-rise connected buildings is suitable,and the arrangement of main components and nodes has achieved the expected functions,while also having the ability to resist continuous collapse.

关 键 词：复杂高层连体结构 结构设计 性能化设计 

分 类 号：TU973.3[建筑科学—结构工程]