浅析厦门湾1号高层结构设计
|
摘要
随着城市化建设的快速发展,越来越多的高层建筑拔地而起。对于结构高度较大、平面体型复杂的山地高层建筑,结构设计中除了应严格控制周期比、刚度比等各项超限指标,还应采用弹性时程分析法进行补充计算。当高层建筑地震作用、水平风荷载较大,并存在较大土压力时,建筑结构的整体倾覆滑移验算十分重要,直接关系到整体结构的安全度控制。
With the rapid development of city construction,more and more tall buildings springing up. For larger structural height,plane shape of complex tall building,we should strictly control the structure design in addition to cycle ratio,stiffness ratio etc.,and we should be adopted to supplement by the method of elastic time history analysis. When the earthquake affected is larger,horizontal wind load is bigger,and there is a large earth pressure,the calculation of overall overturning and sliding for the tall building is very important,is directly related to the safety of the structure.
With the rapid development of city construction,more and more tall buildings springing up. For larger structural height,plane shape of complex tall building,we should strictly control the structure design in addition to cycle ratio,stiffness ratio etc.,and we should be adopted to supplement by the method of elastic time history analysis. When the earthquake affected is larger,horizontal wind load is bigger,and there is a large earth pressure,the calculation of overall overturning and sliding for the tall building is very important,is directly related to the safety of the structure.
引文
[1]白峻昶靳金平.时程分析用地震波选取的探讨[J].山西建筑.2007.01.
[2]樊长军.弹性时程分析法在结构设计中的运用[J].太原城市职业技术学院学报.2013.06.
[3]刘丹莉.结构设计中基础设计处理方法及高层建筑抗倾覆验算[J].中华名居.2014(05).
[4]王国安.高层建筑结构整体稳定性研究[J].建筑结构.2012(06).
[2]樊长军.弹性时程分析法在结构设计中的运用[J].太原城市职业技术学院学报.2013.06.
[3]刘丹莉.结构设计中基础设计处理方法及高层建筑抗倾覆验算[J].中华名居.2014(05).
[4]王国安.高层建筑结构整体稳定性研究[J].建筑结构.2012(06).
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心