博物馆连体结构设计分析
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摘要
对于狭长的连体结构,考虑规范对伸缩缝的规定,将结构分割为几个较规则的单元,分别建模计算。连体结构单元需重视扭转效应,将抗侧力构件布置在结构的周边和角部可有效减弱扭转影响,工程实例说明概念设计和合理的构件布置在结构设计中非常重要。
According to the Code for design of concrete structures,a long building should be set expansion joint.For the connective structure,the building should be split into several parts which could be analyzed separately in compute. Torsional effect should be emphasized and the components could be set in the edge and corner to improve the structural torsion stiffness.In this example it is illustrated that conceptual design and member arrangement is important.
According to the Code for design of concrete structures,a long building should be set expansion joint.For the connective structure,the building should be split into several parts which could be analyzed separately in compute. Torsional effect should be emphasized and the components could be set in the edge and corner to improve the structural torsion stiffness.In this example it is illustrated that conceptual design and member arrangement is important.
引文
[1]谭光宇.地震作用下高层双塔连体结构受力性能研究[D].湖南大学,2007:1-3
[2]JGJ3-2010.高层建筑混凝土结构技术规程[S].北京:中国建筑??工业出版社,2010
[3]张玲.高层连体结构抗震性能与内力特性分析[D].吉林大学, 2008:2
[4]冷立群,陈丽红.广州某高层连体结构方案选型[J].广东科技, 2009.(6):156-157
[5]GB 50010-2010,混凝土结构设计规范[S].北京:中国建筑工业出版社,2010
[6]朱鸣,王春磊,张徐.太原博物馆连体结构分析与设计[J].建筑结构,2011,(9):28-33
[7]张春浓,徐斌.凯晨广场多塔连体结构设计研究[J].建筑结构, 2008.38(1):96-100
[8]BG50011-2010,建筑抗震设计规范[S].北京:中国建筑工业出版社,2010
[2]JGJ3-2010.高层建筑混凝土结构技术规程[S].北京:中国建筑??工业出版社,2010
[3]张玲.高层连体结构抗震性能与内力特性分析[D].吉林大学, 2008:2
[4]冷立群,陈丽红.广州某高层连体结构方案选型[J].广东科技, 2009.(6):156-157
[5]GB 50010-2010,混凝土结构设计规范[S].北京:中国建筑工业出版社,2010
[6]朱鸣,王春磊,张徐.太原博物馆连体结构分析与设计[J].建筑结构,2011,(9):28-33
[7]张春浓,徐斌.凯晨广场多塔连体结构设计研究[J].建筑结构, 2008.38(1):96-100
[8]BG50011-2010,建筑抗震设计规范[S].北京:中国建筑工业出版社,2010
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