江西省图书馆超限高层结构设计与分析  

Structural Design and Analysis of an Over-limit High-rise Library in Jiangxi

作　　者：蒋波 刘凯[2] 许秋华 洪成[2] 符凯 Jiang Bo;Liu Kai;Xu Qiuhua;Hong Cheng;Fu Kai(Jiangxi General Architectural Design and Research Institute Group Co.Ltd.,Nanchang,Jiangxi 330099;Nanchang Institute of Technology,Nanchang,Jiangxi 330099;Jiangxi Civil Engineering and Construction Society,Nanchang,Jiangxi 330099)

机构地区：[1]江西省建筑设计研究总院集团有限公司,江西南昌330099 [2]南昌工程学院,江西南昌330099 [3]江西省土木建筑学会,江西南昌330099

出　　处：《江西建材》2022年第5期99-101,104,共4页Jiangxi Building Materials

基　　金：住房与城乡建设部2020年科学技术项目计划《城镇老旧小区绿色更新改造和功能提升关键技术集成》,项目编号:2020-k-009;江西省教育厅科学技术研究项目(GJJ201910)。

摘　　要：江西省图书馆存在扭转不规则,楼板不连续,局部有跃层柱等不规则项。文中利用YJK及PKPM两种程序采用弹性分析及弹塑性时程分析等方法进行整体分析,综合探究结构的整体受力性能,对相关部位采取有效的加强措施,实现建筑结构的合理、安全和美观,对其它类似超限高层结构设计具有一定的参考意义。The Jiangxi Provincial Library has irregularities such as torsional irregularities, discontinuous floor slabs, and localized leap-floor columns. The overall analysis is carried out using elastic analysis and elastic time-history analysis by using two programs, YJK and PKPM, to comprehensively investigate the overall force performance of the structure and adopt effective strengthening measures for the relevant parts, so as to achieve a reasonable, safe and beautiful building structure, which is a reference for the design of other similar super-limited high-rise structures. It is a reference for the design of other similar high-rise structures.

关 键 词：超限高层建筑 弹性时程分析 抗震性能设计 

分 类 号：TU398[建筑科学—结构工程]