淮安博物馆复杂结构设计
|
摘要
淮安博物馆为结构复杂的混凝土框架结构,双侧立面悬挑面积巨大,悬挑长度最大处接近10 m。对结构方案与布置进行探讨,使其不但建筑形态优美,而且满足结构受力要求。介绍了体型复杂、平立面均不规则结构的设计分析过程,对该结构在罕遇地震作用下进行弹塑性时程分析,提出了复杂且不规则框架结构的设计对策和方法,可供同类工程设计参考。
Huainan museum is a complex concrete structure,whose maximum overhanging length reaches 10 m.This paper presents the study on the structural scheme and layout,making the building exhibit graceful architectural configuration and satisfy the structural requirement.The process of structural design for anomalous frame with complex form is presented including elasto-plastic time-history analysis result for this complex structure under strong earthquake.The design countermeasures and the design method are proposed,which can be used as a reference for similar projects.
Huainan museum is a complex concrete structure,whose maximum overhanging length reaches 10 m.This paper presents the study on the structural scheme and layout,making the building exhibit graceful architectural configuration and satisfy the structural requirement.The process of structural design for anomalous frame with complex form is presented including elasto-plastic time-history analysis result for this complex structure under strong earthquake.The design countermeasures and the design method are proposed,which can be used as a reference for similar projects.
引文
[1]中华人民共和国住房和城乡建设部.GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.MOHURD.GB 50011—2010 Code for seismicdesign of buildings[S].Beijing:China Architecture&Building Press,2010.(in Chinese)
[2]北京金土木软件技术有限公司.ETABS中文版使用指南[M].北京:中国建筑工业出版社,2004.Civil King Software Technology Co.,Ltd..ETABSGuide by Chinese[M].Beijing:China Architecture&Building Press,2004.(in Chinese)
[3]任玉贺,钟宇,楼梦麟.复旦大学国际交流中心结构设计[J].结构工程师,2007(3):5-8.Ren Y H,Zhong Y,Long M L.Structural Design ofFudan SIG Academic Exchanges Center[J].StructuralEngineers,2007(3):5-8.(in Chinese)
[4]石文龙,李国强,宫海,等.某大厦多种结构方案的比较[J].结构工程师,2005(10):5-8.Shi W L,Li G Q,Gong H,et al.The Comparison ofDifferent Structural Types for a Building[J].StructuralEngineers,2005(10):5-8.(in Chinese)
[5]周勇.四川国际网球中心会议中心预应力设计[J].结构工程师,2009(6):1-6.Zhou Y.Prestressed Concrete Design for ConferenceCenter in Sichuan International Tennis Center[J].Structural Engineers,2009(6):1-6.(in Chinese)
[6]何莹,王晓哲,杜刚,等.“碧玉蓝天”商务综合楼结构设计[J].结构工程师,2008(4):1-8.He Y,Wang X Z,Du G,et al.Structural Design ofJasper Tower[J].Structural Engineers,2008(4):1-8.(in Chinese)
[7]胡振青,李委.明浦软件孵化大楼T形平面结构设计[J].结构工程师,2007(2):1-5.Hu Z Q,Li W.Structural Design for Minpu SoftwareBrooder Building with T Shape Plan[J].StructuralEngineers,2007(2):1-5.(in Chinese)
[8]肖小凌,陆燕,周勇,等.合肥大剧院结构设计[J].结构工程师,2007(4):1-4.Xiao X L,Lu Y,Zhou Y,et al.Structural Design ofHefei Grand Theater[J].Structural Engineers,2007(4):1-4.(in Chinese)
[2]北京金土木软件技术有限公司.ETABS中文版使用指南[M].北京:中国建筑工业出版社,2004.Civil King Software Technology Co.,Ltd..ETABSGuide by Chinese[M].Beijing:China Architecture&Building Press,2004.(in Chinese)
[3]任玉贺,钟宇,楼梦麟.复旦大学国际交流中心结构设计[J].结构工程师,2007(3):5-8.Ren Y H,Zhong Y,Long M L.Structural Design ofFudan SIG Academic Exchanges Center[J].StructuralEngineers,2007(3):5-8.(in Chinese)
[4]石文龙,李国强,宫海,等.某大厦多种结构方案的比较[J].结构工程师,2005(10):5-8.Shi W L,Li G Q,Gong H,et al.The Comparison ofDifferent Structural Types for a Building[J].StructuralEngineers,2005(10):5-8.(in Chinese)
[5]周勇.四川国际网球中心会议中心预应力设计[J].结构工程师,2009(6):1-6.Zhou Y.Prestressed Concrete Design for ConferenceCenter in Sichuan International Tennis Center[J].Structural Engineers,2009(6):1-6.(in Chinese)
[6]何莹,王晓哲,杜刚,等.“碧玉蓝天”商务综合楼结构设计[J].结构工程师,2008(4):1-8.He Y,Wang X Z,Du G,et al.Structural Design ofJasper Tower[J].Structural Engineers,2008(4):1-8.(in Chinese)
[7]胡振青,李委.明浦软件孵化大楼T形平面结构设计[J].结构工程师,2007(2):1-5.Hu Z Q,Li W.Structural Design for Minpu SoftwareBrooder Building with T Shape Plan[J].StructuralEngineers,2007(2):1-5.(in Chinese)
[8]肖小凌,陆燕,周勇,等.合肥大剧院结构设计[J].结构工程师,2007(4):1-4.Xiao X L,Lu Y,Zhou Y,et al.Structural Design ofHefei Grand Theater[J].Structural Engineers,2007(4):1-4.(in Chinese)
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