浅谈高层建筑结构体系的发展和应用

浅谈高层建筑结构体系的发展和应用摘要近年来，城市化进程不断加速，城市居民对房屋住宅的实用性需求越来越高。城市空间资源严重紧缺，高层建筑的发展应用刻不容缓。高层建筑与传统建筑不同，在建设过程中，现代高层建筑的稳定性以及安全性也有着更高的要求。高层建筑的施工难度较大，其安全性能已经受到社会的广泛关注，并且成为衡量工程质量的重要标准以及衡量建筑安全性的重要指标。因此，在高层建筑建设的过程中，设计人员需要从多个角度来分析高层建筑的抗震质量。基于上述角度，本文分析了高层建筑抗震结构设计要点，希望对提高我国高层建筑的抗震能力有所帮助。关键词：高层建筑；案例分析；结构体系：结构设计Development and application of high-rise building structuralsystemMajor:Civil EngineeringStudent:Yao JiaxinSupervisor:Shi YuanfengAbstractIn recent years,the process of urbanization has been accelerating,and the demand of urbanresidents for the practicability of housing has become higher and higher.Urban space resourcesare in serious shortage,and the development and application of high-rise buildings is urgent.High-rise buildings are different from traditional buildings.In the process of construction,thestability and safety of modern high-rise buildings also have higher requirements.Theconstruction of high-rise buildings is difficult,and their safety performance has been widelyconcerned by the society,and has become an important standard to measure the quality of theproject and an important indicator to measure the safety of the building.Therefore,in the processof high-rise building construction,designers need to analyze the seismic quality of high-risebuildings from multiple perspectives.Based on the above point of view,this paper analyzes thekey points of seismic structural design of high-rise buildings,hoping to help improve the seismiccapacity of high-rise buildings in China.Key words:high-rise building;Case analysis;Structural system;Structural design1目录引言……第1章高层建筑发展情况及应用....·1.1高层建筑发展情况..…1.2高层建筑结构体系的发展和应用情况..21.2.1高层建筑结构安全性能的发展现状.............41.2.2高层建筑进行抗震设计时需要遵循的标准.........·4第2章高层建筑中常用结构体系及特点..….52.1框架结构..............52.1.1特点...52.1.2应用实例.52.2剪力墙结构....52.2.1特点....2.2.2应用实例...62.3简体结构..62.3.1特点..62.3.2应用实例.62.4框架一剪力墙结构…72.4.1特点.....72.4.2应用实例...…72.5巨型结构...72.5.1特点.…72.5.2应用实例.....8第3章高层建筑结构的设计特点....3.1水平荷载成为设计的决定性因素93.2侧移成为设计的控制指标...33承载力是基础要素.....3.4结构延性是重要设计指标....93.5动力效应大..…3.6扭转效应大......103.7结构的稳定和抗倾覆.………103.8温差过大产生的温度应力及变形大…·10第4章高层建筑结构设计时选定结构体系需要注意的问题...........10