大型项目中间的工程力学解决方案
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摘要
近年来国内外大量大型复杂、"超限"的建筑结构相继建立,这些工程大多属于不规则结构,甚至是特别不规则结构,在对这类结构进行设计时,往往会遇到超过规程适用范围或者规程中未规定的问题。这些问题并不能套用现行标准,并缺少明确目标、依据和手段。该类问题往往需要以工程力学原理为基础,提出针对性的解决方案。该文针对奥雅纳工程咨询公司(ARUP)在国内一系列大型工程项目,对该类工程力学解决方案进行整理介绍。
In recent years, lots of large-scale, complex, and "beyond-limit" building structures have been constructed both at home and abroad,most of which are irregular structures. In designing practice, we often encounter the problems out of the scope of regulations or the problems not specified in pertinent codes. The existing standards cannot be applied to these problems, and they are also lack of clear goals, evidence and methods for the problems. Under these circumstances, aiming at a series of large engineering projects of(ARUP)engineering consulting company in China, this paper introduces the solutions of the problems by engineering mechanics.
In recent years, lots of large-scale, complex, and "beyond-limit" building structures have been constructed both at home and abroad,most of which are irregular structures. In designing practice, we often encounter the problems out of the scope of regulations or the problems not specified in pertinent codes. The existing standards cannot be applied to these problems, and they are also lack of clear goals, evidence and methods for the problems. Under these circumstances, aiming at a series of large engineering projects of(ARUP)engineering consulting company in China, this paper introduces the solutions of the problems by engineering mechanics.
引文
[1]江民,林奉军,汪洋,等.基于性能化的抗震设计在复杂超限结构工程的应用[C].广州:第七届全国地震工程学术会议,2006.Jiang Min,Lin Fengjun,Wang Yang,et al.Application of performance-based seismic design in complex structural engineering[C].Guangzhou China:7th China National Conference on Earthquake Engineering,2006.(in Chinese)
[2]林家浩,张亚辉,赵岩.大跨度结构抗震分析方法及近期进展[J].力学进展,2001,31(3):350―360.Lin Jiahao,Zhang Yahui,Zhao Yan.Seismic analysis methods of long-span structures and recent advances,Advances in mechanics[J].Advances in mechanics,2001,31(3):350―360.(in Chinese)
[3]苗家武,胡世德,范立础.大型桥梁多点激励效应的研究现状与发展[J].同济大学学报,1999,27(2):189―193.Miao Jiawu,Hu Shide,Fan Lichu,State of art and development of study on seismic performance of long span bridges under multiple-support excitations[J].Journal of Tongji University,1999,27(2):189―193.(in Chinese)
[4]李建俊,林家浩,张文首,等.大跨度结构受多点随机地震激励的响应[J].计算结构力学及其应用,1995,12(4):446―452.Li Jianjun,Lin Jiahao,Zhang Wenshou,et al,Responses of long-span structures subjected to arbitrarily coherent multi-point stationary random seismic excitations[J].Chinese Journal of Computational Mechanics,1995,12(4):446―452.(in Chinese)
[5]丁阳,王波.大跨度空间网格结构在地震行波作用下的响应[J].地震工程与工程振动,2002,22(5):72―76.Ding Yang,Wang bo.Seismic response of long-span spatial lattice structure considering traveling-waves effects[J].Earthquake Engineering and Engineering Vibration,2002,22(5):72―76.(in Chinese)
[6]何伟民,汪洋,姚建峰,等.超长建筑结构多点激励地震分析[C].广州:第七届全国地震工程学术会议,2006.He Weimin,Wang Yang,Yao Jianfeng,et al.Multi-point excitation seismic analysis of super-long building structure[C].Guangzhou:7th China National Conference on Earthquake Engineering,2006.(in Chinese)
[7]汪洋,何伟民.弹性约束柱的稳定计算[C].重庆:第七届中日建筑结构技术交流会,2006.Wang Yang,He Weimin.Stability calculation of elastic constrained columns[C].Chongqing China,7th China-Japan Building Structure Technology Exchange Conference,2006.(in Chinese)
[8]广州新电视塔初步设计报告[R].广州:奥雅纳工程顾问公司,2005.Guangzhou New TV Tower preliminary design report[R].Guangzhou,ARUP,2005.(in Chinese)
[9]江民,游震毅,林奉军,等.广州新电视塔非线性全过程分析[C].西宁:第十九届高耸结构技术交流会,2008.Jiang Min,You Zhenyi,Lin Fengjun,et al,Nonlinear-analysis Process of Guangzhou New TVTower[C].Xining:19th High-rise Structural Technology Exchange Conference,2008.(in Chinese)
[10]沈阳恒隆市府广场项目第一期A区办公塔楼一超限高层建筑抗震设计可行性论证报告[R].深圳:ARUP奥雅纳工程顾问深圳公司,2008.Shenyang Henglong City Plaza Project Phase I Zone A_Office Tower 1 High-rise Building Seismic Design FeasibilityDemonstration Report[R].Shenzhen:ARUP,2008.(in Chinese)
[11]华润深圳湾综合发展项目-华润总部塔楼-结构超限抗震审查报告[R].深圳:ARUP奥雅纳工程顾问深圳公司,2013.China Resources Shenzhen Bay Development Project Structure EPR Report[R].Shenzhen,ARUP,2013.(in Chinese)
[12]华润总部大厦减振(10年风振舒适度)方案分析报告[R].深圳:奥雅纳工程咨询公司深圳分公司,2015.CRC headquarter building wind(10-year return period)excited vibration comfortableness analysis report[R].Shenzhen:ARUP,2015.(in Chinese)
[13]广州珠江新城东塔项目结构抗震专项审查报告[R].广州:ARUP奥雅纳工程顾问深圳公司,2010.Guangzhou east tower l EPR Report[R].Guangzhou:ARUP,2010.(in Chinese)
[14]曹倩,汪洋,赵宏,等.复杂高层结构体系二道防线的探讨[J].建筑结构,2011,41(4):331―335.Cao Qian,Wang Yang,Zhao Hong,et al,Discussion on the dual defense system applied in structurally complicated high-rise building[J].Building Structure,2011,41(4):331―335.(in Chinese)
[15]刘鹏,殷超,陈煜,等.北京CBD核心区Z15地块中国尊大楼结构设计和研究[J].建筑结构,2014,44(24):1―8Liu Peng,Yin Chao,Chen yu,et al,Structural design and research of Beijing CBD Core Area Z15 plot China Zun Tower,[J].Building Structure,2014,44(24):1―8.(in Chinese)
[16]GB 50011―2010,建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.GB 50011―2010,Code for seismic design of buildings[S].Beijing:Architecture Industry Press:2010.(in Chinese)
该文在第27届结构工程学术会议(2018西安)应邀作特邀报告
[2]林家浩,张亚辉,赵岩.大跨度结构抗震分析方法及近期进展[J].力学进展,2001,31(3):350―360.Lin Jiahao,Zhang Yahui,Zhao Yan.Seismic analysis methods of long-span structures and recent advances,Advances in mechanics[J].Advances in mechanics,2001,31(3):350―360.(in Chinese)
[3]苗家武,胡世德,范立础.大型桥梁多点激励效应的研究现状与发展[J].同济大学学报,1999,27(2):189―193.Miao Jiawu,Hu Shide,Fan Lichu,State of art and development of study on seismic performance of long span bridges under multiple-support excitations[J].Journal of Tongji University,1999,27(2):189―193.(in Chinese)
[4]李建俊,林家浩,张文首,等.大跨度结构受多点随机地震激励的响应[J].计算结构力学及其应用,1995,12(4):446―452.Li Jianjun,Lin Jiahao,Zhang Wenshou,et al,Responses of long-span structures subjected to arbitrarily coherent multi-point stationary random seismic excitations[J].Chinese Journal of Computational Mechanics,1995,12(4):446―452.(in Chinese)
[5]丁阳,王波.大跨度空间网格结构在地震行波作用下的响应[J].地震工程与工程振动,2002,22(5):72―76.Ding Yang,Wang bo.Seismic response of long-span spatial lattice structure considering traveling-waves effects[J].Earthquake Engineering and Engineering Vibration,2002,22(5):72―76.(in Chinese)
[6]何伟民,汪洋,姚建峰,等.超长建筑结构多点激励地震分析[C].广州:第七届全国地震工程学术会议,2006.He Weimin,Wang Yang,Yao Jianfeng,et al.Multi-point excitation seismic analysis of super-long building structure[C].Guangzhou:7th China National Conference on Earthquake Engineering,2006.(in Chinese)
[7]汪洋,何伟民.弹性约束柱的稳定计算[C].重庆:第七届中日建筑结构技术交流会,2006.Wang Yang,He Weimin.Stability calculation of elastic constrained columns[C].Chongqing China,7th China-Japan Building Structure Technology Exchange Conference,2006.(in Chinese)
[8]广州新电视塔初步设计报告[R].广州:奥雅纳工程顾问公司,2005.Guangzhou New TV Tower preliminary design report[R].Guangzhou,ARUP,2005.(in Chinese)
[9]江民,游震毅,林奉军,等.广州新电视塔非线性全过程分析[C].西宁:第十九届高耸结构技术交流会,2008.Jiang Min,You Zhenyi,Lin Fengjun,et al,Nonlinear-analysis Process of Guangzhou New TVTower[C].Xining:19th High-rise Structural Technology Exchange Conference,2008.(in Chinese)
[10]沈阳恒隆市府广场项目第一期A区办公塔楼一超限高层建筑抗震设计可行性论证报告[R].深圳:ARUP奥雅纳工程顾问深圳公司,2008.Shenyang Henglong City Plaza Project Phase I Zone A_Office Tower 1 High-rise Building Seismic Design FeasibilityDemonstration Report[R].Shenzhen:ARUP,2008.(in Chinese)
[11]华润深圳湾综合发展项目-华润总部塔楼-结构超限抗震审查报告[R].深圳:ARUP奥雅纳工程顾问深圳公司,2013.China Resources Shenzhen Bay Development Project Structure EPR Report[R].Shenzhen,ARUP,2013.(in Chinese)
[12]华润总部大厦减振(10年风振舒适度)方案分析报告[R].深圳:奥雅纳工程咨询公司深圳分公司,2015.CRC headquarter building wind(10-year return period)excited vibration comfortableness analysis report[R].Shenzhen:ARUP,2015.(in Chinese)
[13]广州珠江新城东塔项目结构抗震专项审查报告[R].广州:ARUP奥雅纳工程顾问深圳公司,2010.Guangzhou east tower l EPR Report[R].Guangzhou:ARUP,2010.(in Chinese)
[14]曹倩,汪洋,赵宏,等.复杂高层结构体系二道防线的探讨[J].建筑结构,2011,41(4):331―335.Cao Qian,Wang Yang,Zhao Hong,et al,Discussion on the dual defense system applied in structurally complicated high-rise building[J].Building Structure,2011,41(4):331―335.(in Chinese)
[15]刘鹏,殷超,陈煜,等.北京CBD核心区Z15地块中国尊大楼结构设计和研究[J].建筑结构,2014,44(24):1―8Liu Peng,Yin Chao,Chen yu,et al,Structural design and research of Beijing CBD Core Area Z15 plot China Zun Tower,[J].Building Structure,2014,44(24):1―8.(in Chinese)
[16]GB 50011―2010,建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.GB 50011―2010,Code for seismic design of buildings[S].Beijing:Architecture Industry Press:2010.(in Chinese)
该文在第27届结构工程学术会议(2018西安)应邀作特邀报告
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