索穹顶结构耦合风振研究
|
摘要
索穹顶结构除少数几根杆件受压外,其余杆件都处于张力状态,所以充分发挥了钢索的高强特性,且索穹顶结构一般以膜材为覆盖材料,具有自重轻、跨度大及建筑造型自由丰富的特点。由于这种结构同时集新材料、新技术、新工艺和高效率于一体,所以被认为是代表当今国际空间结构发展最高水平的结构形式。索穹顶结构具有如下的特点:跨度及柔性大,低阶自振频率小,非线性特征明显;自振频率密集且相互耦合;空间曲面及绕流特性复杂;膜在风荷载作用下振幅较大,结构场与流体场间的流固耦合效应不可忽略。所有这些特点使得索穹顶结构对风的作用非常敏感,但到目前为止,针对索穹顶结构的抗风分析还很少,而且这些分析都没有充分考虑上述索穹顶结构的受力特点。据此,本文分别采用数值风洞方法及简化气弹力学模型方法对索穹顶结构的耦合风振问题进行了研究,并将求解结果与试验值作了对比。
第一章在查阅国内外相关文献的基础上,简要回顾了索穹顶结构的发展历史、工程应用及研究现状,并确定了本文的主要研究内容。
本文第二章总结和推导了大跨度张力屋盖结构体系的气弹模型风洞试验所需满足的相似准则,并对肋环型索穹顶结构气弹模型风洞试验的数据进行了统计和分析。气弹模型风洞试验是对理论分析进行检验的重要依据。
第三章基于ADINA软件所提供的流固耦合功能采用不同湍流模型对索穹顶结构进行了耦合风振分析。在耦合风振分析中数值风洞方法极具应用前景,但在目前的技术条件下这种方法还存在一定的制约。
本文第四章推导了索穹顶结构耦合风振分析的简化气弹力学模型。在模型的参数计算上,采用奇点配置法推导了三维情形下结构振动诱导流场附加质量的数值计算方法;联合采用经验模态分解、改进的随机减量法及Hilbert变换对索穹顶结构的气动阻尼进行了识别分析;推导了基于本征正交分解的降阶谱解法。基于简化气弹力学模型的索穹顶结构耦合风振分析结果与试验的对比表明,该方法可以较好地应用于索穹顶结构的耦合风振分析。
第五章采用简化气弹力学模型耦合风振分析方法对目前两种主要的索穹顶形式——肋环型和葵花型索穹顶结构进行了耦合风振参数分析,根据统计结果研究了位移及内力响应随各种参数的变化规律,并对位移及内力响应风振系数的取值提出了建议。
论文最后对本文的研究内容及成果进行了总结,并指出了今后的研究方向。
Cable dome is a kind of structure composed of struts in compression and cables in tension, which exerts the cables' high strength property. Besides, it takes the membrane as covering material and has merits such as light weight, large span and free shape of structure. It is integrated with new material, new technology, new craftwork and high efficiency, so it is considered as the highest-level type of structure in the present world. The cable dome has features as follows: long span and high flexibility, small low-order frequency, strong non-linearity, serried and coupled frequency, complicated curved surface and ambient flow. Besides, because of big amplitude of the membrane under wind load, the coupled effect between the structure and the ambient flow should not be neglected. All these features make cable dome a kind of wind-sensitive structure. But unfortunately, there are little analysis on wind resistance of cable dome by now, and all the getatable analysis didn't well consider the features mensioned above. Herein, the article gives a research on the problem of coupled wind-induced vibration of the cable dome based on the method of numerical wind tunnel and the method of simplified aero-elastic model, and compares the analysis results with the test.
Referring to both domestic and abroad correlative literatures, the first chapter makes a brief review over the developing history, the engineering application and the study status in quo of the cable dome, and make a choice of research direction based on it.
The aero-elastic wind tunnel model test is an inspecting standard of the theoretical analysis in some way. The second chapter draws a set of conclusions over the similarity criterions that should be complied with in an aero-elastic test of the long-span tension system roof structures. Besides, the chapter gives an ayalysis on the data of a Geiger-type aero-elastic model got in the wind tunnel test.
Numerical wind tunnel is a kind of potential method in the analysis of coupled wind- induced vibration. Based on the fluid-structure interaction function supplied by ADINA, chapter 3 uses three kinds of turbulence model to analyze the problem of coupled wind-induced vibration of the cable dome, and in this chapter, some current drawbacks are pointed out.
The 4~(th) chapter of the article derives the simplified aero-elastic model of the cable dome. On the problem of model parameter determination, the singularity distribution method is used to derive the expressions for numerically calculating the added mass arised from vibration of the structure under three-dimensional case; The aero-dynamic damping ratio is identified from the testing data based on the methods of empirical mode decomposition, improved random decrement and Hilbert transformation; The reduced-order spectral representation method is also deduced in this chapter based on the technique of proper orthogonal decomposition. A comparison between the analysis results of simplified aero-elastic model and the testing results show that the method can be well used in the problem of coupled wind-induced vibration of the cable dome.
In the 5~(th) chapter, a parameter analysis is conducted on two prime types of cable dome---Geiger and Sunflower pattern by the simplified aero-elastic model, the changing laws of displacement and internal force with the parameters are concluded and some advice is given on the value of wind-induced vibration response coefficients.
Finally, all the achievements accomplished are summarized and some problems for future study are proposed.
第一章在查阅国内外相关文献的基础上,简要回顾了索穹顶结构的发展历史、工程应用及研究现状,并确定了本文的主要研究内容。
本文第二章总结和推导了大跨度张力屋盖结构体系的气弹模型风洞试验所需满足的相似准则,并对肋环型索穹顶结构气弹模型风洞试验的数据进行了统计和分析。气弹模型风洞试验是对理论分析进行检验的重要依据。
第三章基于ADINA软件所提供的流固耦合功能采用不同湍流模型对索穹顶结构进行了耦合风振分析。在耦合风振分析中数值风洞方法极具应用前景,但在目前的技术条件下这种方法还存在一定的制约。
本文第四章推导了索穹顶结构耦合风振分析的简化气弹力学模型。在模型的参数计算上,采用奇点配置法推导了三维情形下结构振动诱导流场附加质量的数值计算方法;联合采用经验模态分解、改进的随机减量法及Hilbert变换对索穹顶结构的气动阻尼进行了识别分析;推导了基于本征正交分解的降阶谱解法。基于简化气弹力学模型的索穹顶结构耦合风振分析结果与试验的对比表明,该方法可以较好地应用于索穹顶结构的耦合风振分析。
第五章采用简化气弹力学模型耦合风振分析方法对目前两种主要的索穹顶形式——肋环型和葵花型索穹顶结构进行了耦合风振参数分析,根据统计结果研究了位移及内力响应随各种参数的变化规律,并对位移及内力响应风振系数的取值提出了建议。
论文最后对本文的研究内容及成果进行了总结,并指出了今后的研究方向。
Cable dome is a kind of structure composed of struts in compression and cables in tension, which exerts the cables' high strength property. Besides, it takes the membrane as covering material and has merits such as light weight, large span and free shape of structure. It is integrated with new material, new technology, new craftwork and high efficiency, so it is considered as the highest-level type of structure in the present world. The cable dome has features as follows: long span and high flexibility, small low-order frequency, strong non-linearity, serried and coupled frequency, complicated curved surface and ambient flow. Besides, because of big amplitude of the membrane under wind load, the coupled effect between the structure and the ambient flow should not be neglected. All these features make cable dome a kind of wind-sensitive structure. But unfortunately, there are little analysis on wind resistance of cable dome by now, and all the getatable analysis didn't well consider the features mensioned above. Herein, the article gives a research on the problem of coupled wind-induced vibration of the cable dome based on the method of numerical wind tunnel and the method of simplified aero-elastic model, and compares the analysis results with the test.
Referring to both domestic and abroad correlative literatures, the first chapter makes a brief review over the developing history, the engineering application and the study status in quo of the cable dome, and make a choice of research direction based on it.
The aero-elastic wind tunnel model test is an inspecting standard of the theoretical analysis in some way. The second chapter draws a set of conclusions over the similarity criterions that should be complied with in an aero-elastic test of the long-span tension system roof structures. Besides, the chapter gives an ayalysis on the data of a Geiger-type aero-elastic model got in the wind tunnel test.
Numerical wind tunnel is a kind of potential method in the analysis of coupled wind- induced vibration. Based on the fluid-structure interaction function supplied by ADINA, chapter 3 uses three kinds of turbulence model to analyze the problem of coupled wind-induced vibration of the cable dome, and in this chapter, some current drawbacks are pointed out.
The 4~(th) chapter of the article derives the simplified aero-elastic model of the cable dome. On the problem of model parameter determination, the singularity distribution method is used to derive the expressions for numerically calculating the added mass arised from vibration of the structure under three-dimensional case; The aero-dynamic damping ratio is identified from the testing data based on the methods of empirical mode decomposition, improved random decrement and Hilbert transformation; The reduced-order spectral representation method is also deduced in this chapter based on the technique of proper orthogonal decomposition. A comparison between the analysis results of simplified aero-elastic model and the testing results show that the method can be well used in the problem of coupled wind-induced vibration of the cable dome.
In the 5~(th) chapter, a parameter analysis is conducted on two prime types of cable dome---Geiger and Sunflower pattern by the simplified aero-elastic model, the changing laws of displacement and internal force with the parameters are concluded and some advice is given on the value of wind-induced vibration response coefficients.
Finally, all the achievements accomplished are summarized and some problems for future study are proposed.
引文
[1]Fuller R. B.. Tensile-integrity structures [P]. U. S. A: No. 3063521, 1962.
[2]EMMERICH D. G.. Constructions de reseaux autotendantm, brevetd' invention[P]. FRANCE: No. 1377290, 1964.
[3]VILNAY O.. Structures made of infinite regular tensegric nets[C]. U. S. A: Bulletin of the International Association of Steel and Spatial Structures, 1977,18(63): 51-57.
[4]HANAOR A. ,LIAOM. K.. Double-layer tensegrity grids: static load response, part I: analytic study[J]. Journal of Structural Engineering,1991,117(6): 1660-1674.
[5]HANAOR A. ,LIAO M. K.. Double-layer tensegrity grids: static load response, part II: experimental study[J]. Journal of Structural Engineering,1991,117 (6): 1675-1684.
[6]MOTRO R.. Tensegrity systems and geodesic domes[J]. International Journal of Space Structures, 1990, 5 (3, 4): 341-351.
[7]MOTRO R.. Tensegrity systems for double-layer space structures[C]. U. K.: Proceedings of International Conference on the Design and Construction of Non-conventional Sructures, Edinburgh, Scotland, Civil-Comp Press,1987,2: 43-52.
[8]GEIGER D. H.. A cost comparison of roof systems for sport halls [C]. U. S. A: Bulletin of the International Association of Steel and Spatial Structures, 1988, 29 (1): 9-23.
[9]GEICER D. H.. Room structure[P]. U.S.A: No. 4736553, 1988.
[10]GEIGER D. H. .CAMPBELL D.,CHEN D., GOSSEN P., HAMILTON K.,HOUG G.. Design details of an elliptical cable dome and a large span cable dome under construction in the United States[C]. U.K.: Proceedings, 1~(st) Oleg Kerensky Memorial Conference, London, England, 1988,14-17.
[11]LEVY M. P.. Georgia dome and beyond achieving light weight-long span structures [C]. U. S. A.: Proceedings, Proceeings of International Association of Space Structures, American Society of Civil Engineering,New York,1994,560-562.
[12]陈联盟.Kiewitt型索穹顶结构的理论分析和试验研究[D]:[博士学位论文].浙江:浙江大学,2005.
[13]董石麟,罗尧治,赵阳等.新型空间结构分析、设计与施工[M].北京:人民交通出版社,2006.358-365.
[14]包红泽.鸟巢型索穹顶结构的理论分析和试验研究[D]:[博士学位论文].浙江:浙江大学,2007.
[15]郑君华.矩形平面索穹顶结构的理论分析与试验研究[D]:[博士学位论文].浙江:浙江大学,2006.
[16]赵超超.具有荷载缓和功能的索穹顶结构的理论分析与试验研究[D]:[硕士学位论文].浙江:浙江大学,2007.
[17]CALLADINE C.R..Buckminster Fuller's "tensegrity" structures and Clerk Maxwell's rulers for the construction of stiff frames[J].International Journal of Solids and Structures,1978,14(2):161-172.
[18]PELLEGRINO S.,CALLADINE C.R..Matrix analysis of statically and kinematically indeterminate frameworks[J].International Journal of Solids and Structures,1986,22(4):409-428.
[19]PELLEGRINO S..Analysis of prestressed mechanisms[J].International Journal of Solids and Structures,1990,26(12):1329-1350.
[20]CALLADINE C.R.,PELLEGRINO S..First-order infinitesimal mechanisms[J].International Journal of Solids and Structures,1991,27(4):2505-2515.
[21]PELLEGRINO S..Structural computations with the singular value decomposition of the equilibrium matrix[J].International Journal of Solids and Structures,1993,30(21):3025-3035.
[22]KUZNETSOV E.N..On the evaluation of statical-kinematic stiffness matrix for underconstrained structural systems[J].International Journal of Solids and Structures,2000,37(15):2215-2223.
[23]KUZNETSOV E.N..On the physically realizability of singular structural systems[J].International Journal of Solids and Structures,2000,37(21):2937-2950.
[24]刘郁馨.伪可变体系的几何构造分析[J].计算结构力学及其应用,1994,11(1):50-62.
[25]DENG H.,KWAN A.S.K..Unified classification of stability of pin-jointed bar assemblies[J].International Journal of Solids and Structures,2005,42(15):4393-4413.
[26]YAYARAMAN H.B.,KNUDSON W.C..A curved element for the analysis of cable structures[J].Computers and Structures,1981,14(3-4):325-333.
[27]向锦武,罗绍湘,陈鸿天.悬索结构振动分析的悬链线索元法[J].工程力学,1999,16(3):130-134.
[28]刘开国.拉索穹顶结构的轴对称荷载作用下的计算[J].建筑结构学报,1993,14(5):28-36.
[29]唐建民.索穹顶体系的结构理论研究[D]:[博士学位论文].上海:同济大学,1996.
[30]詹伟东.葵花型索穹顶结构的理论分析与试验研究[D]:f博士学位论文].浙江:浙江大学,2004.
[31]GASPARINI D.A.,PERDILKARIS P.C.,KANJ N..Dynamic and static behavior of cable dome model[J].Journal of Engineering Structures,1989,115(2):363-381.
[32]郑君华,袁行飞,董石麟.两种体系索穹顶结构的破坏形式及其受力性能研究[J].工程力学,2007,24(1):44-50.
[33]卫东,沈世钊.索穹顶中考虑薄膜与索协同工作对结构性能的影响[J].空间结构,2000,6(2):24-39.
[34]胡宁.索杆膜空间结构协同分析理论及风振响应研究[D]:[博士学位论文].浙江:浙江大学,2003.
[35]赖达东.索杆膜结构的协同找形及荷载分析研究[D]:[硕士学位论文].浙江:浙江大学,2003.
[36]郑君华,袁行飞,董石麟,罗尧治,曲晓宁.考虑膜材与索杆协同工作的索穹顶找形分析[J].浙江大学学报(工学版),2008,42(1):25-28.
[37]黄呈伟,陶燕.索穹顶结构的动力特性计算分析[J].空间结构,2001,7(2):27-32.
[38]包红泽,董石麟.鸟巢型索穹顶自振特性分析[J].空间结构,2007,13(3):13-14.
[39]罗尧治,王荣.索穹顶结构动力特性及多维多点抗震性能研究[J].浙江大学学报(工学版),2005,39(1):39-45.
[40]KAWAGUCHI M.,TATEMICHI I.,CHEN P.S..Optimum shapes of a cable dome structure[J].Engineering Structures,1999,21:719-725.
[41]YUAN X.F.,DONG S.L..Nonlinear analysis and optimum design of cable domes[J].Engineering Structures,2002,24:965-977.
[42]GEIGER D.H.,STENFANIUK A.,CHEN D..The design and construction of two cable domes for the Korean Olympics[C].Japan.:Proceedings of International Association of Space Structures-Americal Society of Civil Engineering,Osaka,1986,265-272.
[43]黄呈伟,陶燕,罗小青.索穹顶的施工张拉及其模拟计算[J].昆明理工大学学报,2000,25(1):15-19.
[44]袁行飞.索穹顶结构的理论分析和试验研究[D]:[博士学位论文].浙江:浙江大学,2000.
[45]罗尧治.索杆张力结构数值分析理论研究[D]:[博士学位论文].浙江:浙江大学,2000.
[46]沈祖炎,张立新.基于非线性有限元的索穹顶施工模拟分析[J].计算力学学报,2002,19(4):466-471.
[47]姜群峰.松驰索杆体系的形态分析和索杆张力结构的施工成形研究[D]:[硕士学位论文].浙江:浙江大学,2004.
[48]张志宏.大型索杆梁张拉空间结构体系的理论研究[D]:[博士学位论文].浙江:浙江大学,2003.
[49]王洪军,刘锡良,陈志华.动力松驰法在索穹顶施工过程分析中的应用[C].北京:第十届空间结构学术会议论文集,2002:392-399.
[50]伍晓顺.索杆张力结构的施工成型和平面链杆机构的运动形态分析[D]:[硕士学位论文].浙江:浙江大学,2006.
[51]MOTRO R..Forms and forces in tensegrity systems[C].Proceedings of the 3~(rd) International Conference on Space Structures,1984,180-185.
[52]MOTRO R.,NAJARI S.,JOUANNA P..Static and dynamic analysis of tensegrity systems[C].Proceedings of 2~(nd) International Symposium on Shell and Spatial Structures:Computational Aspects,1986,270-279.
[53]YAMAGUCHI I..A study on the mechanism and structural behaviors of cable dome[C].Proceedings of International Colloquium on Space Structures for Sports Building,1987,534-549.
[54]TANIGUCHI T.,ISHII K.,TODA I.,KOMATSU K..Report on experiments concerning tension dome[C].Proceedings of International Colloquium on Space Structures for Sports Building,1987,550-557.
[55]曹喜.张拉整体索穹顶结构的设计理论与试验研究[D]:[博士学位论文].天津:天津大学,1997.
[56]王帆.索穹顶结构的设计与施工技术研究[D]:[博士学位论文].南京:东南大学,2002.
[57]冯庆兴.大跨度环型空腹索桁结构体系的理论与实验研究[D]:[博士学位论文].浙江:浙江大学,2003.
[58]蔺军.大跨度葵花型空间索桁张力结构的理论分析与实验研究[D]:[博士学位论文].浙江:浙江大学,2005.
[59]张相庭.结构风工程——理论·规范·实践[M].北京:中国建筑工业出版社,2006.
[60]DAVENPORT A.G..Gust loading factors[J].Journal of the Structural Division,1967,ASCE93(ST3):11-34.
[61]DAVENPORT A.G..The application of statistical concepts to the wind loading of structures[C].Proceedings of Civil Engineering Institution,1961,19,449-472.
[62]HOLMES J.D..Wind loading of structures[M].Sport Press,2001.
[63]DAVENPORT A.G..How can we simplify and generalize wind loads?[J].Journal of Wind Engineering and Industrial Aerodynamics,1995,54/55:657-669.
[64]KASPERSKI M..Extreme wind load distributions for linear and nonlinear design[J].Engineering Structures,1992,14(1):27-34.
[65]KASPERSKIM.,NIEMANN H.J..The L.R.C.method-ageneral method of estimating unfavorable wind load distributions for linear and nonlinear structural behavior[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,43:1753-1763.
[66]谢壮宁,倪振华,石碧表.大跨度屋盖结构的等效静风荷载[J].建筑结构学报,2007,28(1):113-118.
[67]陈贤川,赵阳,董石麟.基于虚拟激励法的空间网格结构风致抖振响应分析[J].计算力学学报,2006,23(6):684-689.
[68]黄本才.结构抗风分析原理及应用[M].上海:同济大学出版社,2001.
[69]DYRBYE C.,HANSEN S.O.著,薛素铎,李雄彦译.结构风荷载作用[M].北京:中国建筑工业出版社,2006.
[70]何艳丽,董石麟,龚景海.大跨空间网格结构风振分析的模态选取方法[J].工程力学,2002,19(4):1-6
[71]DEODATIS G..Simulation of ergodic multivariate stochastic process[J].Journal of Engineering Mechanics,1996,122(8):778-787.
[72]GERSCH W.,YONEMOTO J..Synthesis of multi-variate random vibration systems:A two-stage least squares ARMA model approach[J].Journal of Sound and Vibration,1977,52(4):553-565.
[73]武岳,沈世钊.膜结构风振分析的数值风洞方法[J].空间结构,2003,9(2):38-43.
[74]LAZZARI M.,VITALIANI R.V.,MAJOWIECKI M.,SAETTA A.V..Dynamic behavior of a tensegrity system subjected to follower wind loading[J].Computers and Structures,2003,81:2199-2217.
[75]李芳,王国砚,茆会勇,张相庭.考虑索穹顶结构形变化的空气动力失稳分析[J].同济大学学报,2002,30(5):609-613.
[76]恽起麟.实验空气动力学[M].北京:国防工业出版社,1991.
[77]IASHKAR I.,NOVAK M..Wind tunnel studies of cable roofs[J].Journal of Wind Engineering and Industrial Aerodynamics,1983,13:407-419.
[78]NAKAMURA O.,TAMURA Y.,MIYASHITA K.,ETOH M..A case study of wind pressure and wind-induced vibration of a large span open-type roof[C].Downing college,Cambridge,USA:Inaugural conference of the wind engineering society,1992,28-30.
[79]SCRUTON C..On the wind-excited oscillations of stacks,towers and masts[C],proceedings of the conference on wind effects on buildings and structures.Teddington,Middlesex,England:National physical laboratory,1965,798-836.
[80]KIND R.J..Aeroelastic modeling of membrane structures[C].Wind Tunnel Modeling for Civil Engineering Applications,proceedings of the International Workshop on Wind Tunnel Modeling Criteria and Techniques in Civil Engineering Applications.Gaithersburg,Maryland,USA:T.A.Reinhold,1982,429-439.
[81]GASPARINI D.A.,PERDIKARIS P.C.,GHIOCHEL D.,NEINER G..A wind tunnel study of an aeroelastic model of the Florida suncoast dome[C].Proceedings of the Symposiumon Structural Engineering in Natural Hazards Mitigation.USA:ASCE,1993,502-507.
[82]周光垌,严宗毅,许世雄,章克本.流体力学(第二版上册)[M].北京:高等教育出版社,2000.121-123,331-337.
[83]王献孚,熊鳌魁.高等流体力学[M].武汉:华中科技大学出版社,2003.99-103,179-183,194-200.
[84]朱川海.大跨度屋盖气弹模型风洞试验需要满足的相似条件[J].空间结构,2005,11(4):46-49.
[85]王吉民.薄膜结构的风振响应分析和风洞试验研究[D]:[博士学位论文].浙江:浙江大学,2001.
[86]ZHANG Z.H.,TAMURA Y..Aeroelastic model test on cable dome of Geiger type[J].International Journal of Space Structures,2006,21(3):131-140.
[87]ADINA中国-亚得科技有限责任公司,2007.涡街对结构振动的影响[EB].www.adina.com.cn.
[88]黄本才.结构抗风分析原理及应用[M].上海:同济大学出版社,2001.54-58,64-79.
[89]刘俊丽.塔科马(Tacoma)桥风振致毁[J].力学与实践,2007,1:13-13.
[90]万田保编译.60年后塔科马大桥的空气动力研究[J].国外桥梁,2001,4:45-49.
[91]邹良浩,梁枢果,顾明.高层建筑气弹模型耦合风振响应风洞试验研究[C].第十一届全国结构风工程学术会议论文集.海南三亚:中国土木工程学会,2004,287-290.
[92]陈萌,管品武,赵更歧.横风向旋涡脱落的共振分析及在工程上的应用[J].世界地震工程,2004,20(3):95-99.
[93]TAMURA T.,ITOH Y.,WADA A.,KUWAHARA K..Numerical study of pressure fluctuations on a rectangular cylinder in aerodynamic oscillation[J].Journal of Wind Engineering and Industrial Aerodynamics,1995,54-55:239-250.
[94]TAMURA T.,ITOH Y..Three-dimensional vortical flows around a bluff cylinder in unstable oscillations[J].Journal of Wind Engineering and Industrial Aerodynamics,1997,67-68:141-154.
[95]ITOH Y.,TAMURA T..The role of separated shear layers in unstable oscillations of a rectangular cylinder around a resonant velocity[J].Journal of Wind Engineering and Industrial Aerodynamics,2002,90:377-394.
[96]TAMURA T.,MIYAGI T.,KITAGISHI T..Numerical prediction of unsteady pressures on a square cylinder with various corner shapes[J].Journal of Wind Engineering and Industrial Aerodynamics,1998,74-76:531-542.
[97]NOZAWA K.,TAMURA T..Large eddy simulation of the flow around a low-rise building immersed in a rough-wall turbulent boundary layer[J].Journal of Wind Engineering and Industrial Aerodynamics,2002,90:1151-1162.
[98]TAMURA T..Reliability on CFD estimation for wind-structure interaction problems[J].Journal of Wind Engineering and Industrial Aerodynamics,1999,81:117-143.
[99]BATHE K.J.,ZHANG H.,WANG M.H..Finite element analysis of incomprressible and compressible fluid flows with free surfaces and structural interactions[J].Computers &Structures,1995,56(2/3):193-213.
[100]BATHE K.J.,NITIKITPAIBOON C.,WANG X..A mixed displacement-based finite element formulation for acoustic fluid-structure interaction[J].Computers & Structures,1995,56(2/3):225-237.
[101]BATHE K.J.,ZHANG H.,ZHANG X..Some advances in the analysis of fluid flows[J].Computers & Structures,1997,64(5/6):909-930.
[102]BATHE K.J.,ZHANG H.,JI S..Finite element analysis of fluid flows fully coupled with structural interactions[J].Computers & Structures,1999,72:1-16.
[103]BATHE K.J.,ZHANG H..A flow-condition-based interpolation finite element procedure for incompressible fluid flows[J].Computers & Structures,2002,80:1267-1277.
[104]ADINA中国-亚得科技有限责任公司.成功案例[EB].www.adina.com.cn,2007.
[105]ZHANG H.,ZHANG X.L.,JI S.H.,GUO Y.H.,LEDEZMA G.,ELABBASI N.,COUGNY H.D..Recent development of fluid□structure interaction capabilities in the ADINA system[J].Computers & Structures,2003,81:1071-1085.
[106]FERNANDEZ G.,HAFEZ M..Stable finite-element solution of the incompressible Navier-Stokes equations using linear interpolations for velocity and pressure[J].Computer Methods in Applied Mechanics and Engineering,2001,191:545-559.
[107]KAYSER-HEROLD O.,MATTHIES H.G..A unified least-squares formulation for fluid□structure interaction problems[J].Computers & Structures,2007,85:998-1011.
[108]BECKERT A..Coupling fluid(CFD) and structural(FE) models using finite interpolation elements[J],Aerosp.Sci.Technol,2000,4:13-22.
[109]GL(U|¨)CK M.,BREUER M.,DUREST F.,HALFMANN A.,RANK E..Computation of fluid-structure interaction on lightweight structures[J].Journal of Wind Engineering and Industrial Aerodynamics,2001,89:1351-1368.
[110]GL(U|¨)CK M.,BREUER M.,DUREST F.,HALFMANN A.,RANK E..Computation of wind-induced vibrations of flexible shells and membranous structures[J].Journal of Fluids and Structures,2003,17:739-765.
[111]BRAUN A.L.,AWRUCH A.M..Aerodynamic and aeroelastic analysis of bundled cables by numerical simulation[J].Journal of Sound and Vibration,2005,284:51-73.
[112]SAWADA T.,HISADA T..Fluid-structure interaction analysis of the two-dimensional flag-in-wind problem by an interface-tracking ALE finite element method[J].Computers &Fluids,2007,36:136-146.
[113]LEE C.J.K.,NOGUCHI H.,KOSHIZUKA S..Fluid-shell structure interaction analysis by coupled particle and finite element method[J].Computers & Structures,2007,85:688-697.
[114]HARGREAVES D.M.,WRIGHT N.G..On the use of the k-ε model in comercial CFD software to model the neutral atmospheric boundary layer[J].Journal of Wind Engineering and Industrial Aerodynamics,2007,95:355-369.
[115]MOONEN P.,BLOCKEN B.,ROELS S.,CARMELIET J..Numerical modeling of the flow conditions in a closed-circuit low-speed wind tunnel[J].Journal of Wind Engineering and Industrial Aerodynamics,2006,94:699-723.
[116]项海帆等.现代桥梁抗风理论与实践[M].北京:人民交通出版社,2005.297-339.
[117]曹丰产.桥梁气动弹性问题的数值计算[D]:[博士学位论文].上海:同济大学,1999.
[118]周志勇.离散涡方法用于桥梁气动弹性问题的数值计算[D]:[博士后研究报告].上海:同济大学,2001.
[119]周志勇,陈艾荣,项海帆.涡方法用于桥梁断面气动导数和颤振临界风速的数值计算[J].振动工程学报,2002,(15):327-331.
[120]王辉,陈水福,唐锦春.低层双坡屋面房屋表面风压的数值模拟[J].浙江大学学报(工学版),2003,37(6):634-638.
[121]林郁,卓新.开敞式又筒网壳风场数值模拟与受力分析[J].浙江大学学报(工学版),2004,38(9):1170-1174.
[122]殷惠君,张其林,周志勇.标准低矮建筑TTU三维定常风场数值模拟研究[J].工程力学,2007,24(2):139-145.
[123]陈文礼,李惠.基于RANS的圆柱风致涡激振动的CFD数值模拟[J].西安建筑科技大学学报(自然科学版),2006,38(4):509-513.
[124]汪丛军,黄本才,徐晓明,林高.环状悬挑屋盖平均风压与风环境数值模拟[J].同济大学学报(自然科学版),2006,34(6):711-725.
[125]刘振华.膜结构流体—结构耦合风致动力响应数值模拟研究[D]:[博士学位论文].上海:同济大学,2006.
[126]楼昕.考虑流固耦合风振响应的膜结构抗风设计研究[D]:[硕士学位论文].济南:山东大学,2007.
[127]陆新征,叶列平,马千里,江见鲸.CFRP索流固耦合风振研究[C].第十二届全国结构风工程学术会议论文集.陕西西安:中国土木工程学会,2005,69-75.
[128]ADINA R&D,Inc.Theory and Modeling Guide Volume Ⅲ:ADINA-F[EB].Report ARD 03-9,2003.
[129]王福军.计算流体动力学分析—CFD软件原理与应用[M].北京:清华大学出版社,2004.
[130]OGAMI Y.,AYANO Y..Flow around a circular cylinder simulated by the viscous vortex model-the diffusion velocity method[J].Journal of Computational Fluid Dynamics,1995,4:383-399.
[131]胡继军,李春祥,黄金枝.网壳风振响应主要贡献模态的识别及模态相关性影响分析[J].振动与冲击,2001,20(1):22-27.
[132]何艳丽,董石麟,龚景海.空间网格结构频域风振响应分析模态补偿法[J].工程力学,2002,19(4):1-6.
[133]陈贤川,赵阳,董石麟.大跨空间网格结构风振响应主要贡献模态的识别及选取[J].建筑结构学报,2006,27(1):9-15.
[134]张建胜,武岳,陈波,沈世钊.Ritz-POD法及其在大跨度屋盖结构风振分析中的应用[J].沈阳建筑大学学报(自然科学版),2005,21(6):601-605.
[135]张建胜,武岳,沈世钊.单层网壳结构风振响应的主要贡献模态识别[J].振动工程学报,2006,19(4):452-458.
[136]张建胜,武岳,沈世钊.单层网壳结构风振响应的模态耦合效应分析[J].振动与冲击,2006,25(6):39-42.
[137]杨庆山,沈世钊.悬索结构随机风振响应分析[J].建筑结构学报,1998,4:29-39.
[138]S.Z.Shen,Q.S.Yang.Wind-induced response analysis and wind-resistant design of hyperbolic parabolic cable net structures[J].Space structures,1999,14(1):57-65.
[139]RICE.S.O.Mathematical analysis of random noise[C].Selected papers on noise and stochastic processes.Dover,New York:WAX N.,eds.,1954,133-294.
[140]SHINOZUKA M..Monte Carlo solution of structural dynamics[J].Computers and Structures,1972,2(5-6):855-874.
[141]YANG J.N..Simulation of random envelope process[J].Journal of sound and vibration,1972,25(1):73-85.
[142]YANG J.N..On the normality and accuracy of simulated random processes[J].Journal of sound and vibration,1973,26(3):417-428.
[143]SHINOZUKA M..Digital simulation of random processes in engineering mechanics with the aid of FFT technique[C].Stochatic problems in mechanics.Waterloo,Canada:ARIARATNAM S.T.and LEIPHOLZ H.H.E.,eds.,1974,277-286.
[144]YAMAZAKI F.,SHINOZUKA M..Digital generation of non-Gaussian stochatic fields[J].Journal of engineering mechanics,1988,114(7):1183-1197.
[145]GRIGORIU M..Algorithm for generating sampling of homogeneous Gaussian fields[J].Journal of engineering mechanics,2003,129(1):43-49.
[146]CAO Y.H.,XIANG H.F.,ZHOU Y..Simulation of stochastic wind velocity field on long-span bridges[J].Journal of engineering mechanics,2000,126(1):1-6.
[147]CHEN X.,KAREEM A..POD-based modeling,analysis and simulation of dynamic wind load effects on stuctures[J].Journal of engineering mechanics,2005,131(4):325-339.
[148]CHEN L.Z.,LETCHFORD C.W..Simulation of multivariate stationary Gaussian stochastic processes:hybrid spectral representation and proper orthogonal decomposition approach[J].Journal of engineering mechanics,2005,131(8):801-808.
[149]MIGNOLET M.P.,SPANOS P.T.D..Recursive simulation of stationary multi-variate random processes:Part Ⅰ[J].Journal of applied mechanics,1988,53(4):674-680.
[150]SPANOS P.T.D.,MIGNOLET M.P..Recursive simulation of stationary multi-variate random processes:Part Ⅱ[J].Journal of applied mechanics,1988,53(4):681-687.
[151]DEODATIS G.,SHINOZUKA M..Autoregressive model for nonstationary stochastic processes[J].Journal of engineering mechanics,1988,114(11):1995-2012.
[152]张华.薄膜结构形状确定及耦合风振响应分析[D]:[博士学位论文].南京:东南大学,2002.
[153]张相庭.工程结构风荷载理论和抗风计算手册[M].上海:同济大学出版社,1990.
[154]向阳,沈世钊,李君.薄膜结构的非线性风振响应分析[J].建筑结构学报,1999,20(6):38-46.
[155]李黎,夏正春,樊爱武,杨军.附加阻尼法分析鞍形膜结构的风振响应[J].空间结构,2005,11(1):60-64.
[156]KASSEM M..Dynamics of lightweight roofs[D].Ontario:The University of Western Ontario,1990.
[157]沈世钊,武岳.大跨度张拉结构风致动力响应研究进展[J].同济大学学报,2002,30(5):533-538.
[158]沈世钊,武岳.膜结构风振响应中的流固耦合效应研究进展[J].建筑科学与工程学报,2006.23(1):1-9.
[159]R.D.白莱文斯.流体诱发的振动[M].北京:机械工业出版社,1983.
[160]毛国栋.索膜结构设计方法研究[D]:[博士学位论文].杭州:浙江大学,2005.
[161]张远君校编.流体力学大全[M].北京:北京航空航天大学出版社,1991.61.
[162]HAN R.P.S.,XU H.Z..A simple and accurate added mass model for hydrodynamic fluid-structure interaction analysis[J].Journal of Franklin Institution,1996,333B(6):929-945.
[163]UCHIYAMA T..Numerical prediction of added mass and damping for a cylinder oscillating in confined incompressible gas-liquid two-phase mixture[J].Nuclear engineering and design,2003,222:68-78.
[164]CONCA C.,OSSES A.,PLANCHARD J..Added mass and damping in fluid-structure interaction[J].Computer methods in applied mechanics and engineering,1997,146:387-405.
[165]MINAMI H..Added mass of a membrane vibrating at finite amplitude[J].Journal of fluids and structures,1998,12:919-932.
[166]YADYKIN Y.,TENETOV V.,LEVIN D..The added mass of a flexible plate oscillating in a fluid[J].Journal of fluids and structures,2003,17:115-123.
[167]ZHOU Q.,JOSEPH P.H..A numerical method for the calculation of dynamic response and acoustic radiation from an underwater structure[J].Journal of sound and vibration,2005,283:853-873.
[168]KRISHNA B.V.,GANESAN N..Polynomial approach for calculating added mass for fluid-filled cylindrical shells[J].Journal of sound and vibration,2006,291:1221-1228.
[169]F(O|)RSTER C.,WALL W.A.,RAMM E..Artificial added mass instabilities in sequential staggered coupling of nonlinear structures and incompressible viscous flows[J].Computer methods in applied mechanics and engineering,2007,196:1278-1293.
[170]BLEVINS R.O..Formulas for natural frequency and mode shape[M].New York:Van Nostrand Reinhold Company,1979.
[171]蒋莉,沈孟育.求解流体与结构相互作用问题的ALE有限体积方法[J].水动力学研究与进展,2000,15(2):148-154.
[172]朱云翔,郭日修.气幕对弹性球壳振动影响的探讨[J].振动工程学报,1996,9(3):237-243.
[173]熊菁,秦小波,程文科.降落伞系统附加质量的研究[J].中国空间科学技术,2002,4:32-38.
[174]忻孝康,刘儒勋,蒋伯诚.计算流体力学[M].长沙:国防科技大学出版社,1989.
[175]李淑娟,王皓,黄涛,唐国安.太阳帆板振动诱导空气流场分析及其附加质量计算[J].复旦学报(自然科学版),2000,39(4):441-445.
[176]苏里,李淑娟,唐国安.结构振动诱导流场及附加质量的数值分析[J].应用数学和力学,2005,26(2):231-238.
[177]王基盛,杨庆山.流体环境中结构附加质量的计算[J].北方交通大学学报,2003,27(1):40-43.
[178]王基盛,杨庆山,武岳,张亮泉.薄膜结构附加质量的计算方法[J].空间结构,2003,9(3):38-41.
[179]鲁丽,杨翊仁.板状结构上的流体附加质量、附加刚度和附加阻尼系数[J].科学技术与工程,2006,6(11):1479-1481.
[180]THOMSONW.T.,DAHLEHM.D..Theory of vibration with applications(5th Ed.)[M].New Jersey:Prentice Hall,1997.
[181]KAREEM A.,GURLEY K..Damping in structures:its evaluation and treatment of uncertainty[J].Journal of wind engineering and industrial areodynamics,1996,59:131-157.
[182]MARUKAWA H.,KATO N.,FUJII K.,TAMURA Y..Experimental evaluation of aerodynamic damping of tall buildings[J].Journal of wind engineering and industrial areodynamics,1996,59:177-190.
[183]TAMURA Y.,SUGANUMA S.Y..Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds[J].Journal of wind engineering and industrial areodynamics,1996,59:115-130.
[184]TARNOPOLSKY A.Z.,LAI J.C.S.,FLETCHER N.H..Aerodynamic damping of ramdomly excited plates in stationary and moving air[J].Journal of sound and vibration,2002,253(4):795-805.
[185]HOLMES J.D..Along-wind response of lattice towers Ⅱ.Aerodynamic damping and deflections[J].Engineering structures,1996,18(7):483-488.
[186]MATSUMOTO M..Aerodynamic damping of prisms[J].Journal of wind engineering and industrial areodynamics,1996,59:156-175.
[187]CHEN X.Z.,MATSUMOTO M.,KAREEM A..Aerodynamic coupling effects on flutter and buffeting of bridges[J].Journal of engineering mechanics,2000,126(1):17-26.
[188]MACDONALD J.H.G.,LAROSEG.L..Aunified approach to aerodynamic damping and drag/lift instabilities,and its application to dry inclined cable galloping[J].Journal of fluids and structures,2006,22:229-252.
[189]NAMKOONG K.,CHOI H.G.,YOO J.Y..Computation of dynamic fluid-structure interaction in two-dimensional laminar flows using combined formulation[J].Journal of fluids and structures,2005,20:51-69.
[190]全涌,顾明.方形断面高层建筑的气动阻尼研究[J].工程力学,2004,21(1):26-30.
[191]邹良浩,梁枢果,顾明.高层建筑气动阻尼评估的随机减量技术[J].华中科技大学学报(城市科学版),2003,20(1):30-33.
[192]杨毅.屋盖结构的风振响应与气动阻尼[D]:[硕士学位论文].杭州:浙江大学,2004.
[193]HUANG N.E.,SHEN Z.,LONG S.R..h new view of nonlinear water waves:the Hilbert spectrum[J],Annu Rev Fluid Mech,1999,31:417□457.
[194]张西宁,屈梁生.一种改进的随机减量信号提取方法[J].西安交通大学学报,2000,34(1):106-110.
[195]VELTCHEVAA A.D.,SOARES C.G..Identification of the components of wave spectra by the Hilbert Huang transform method[J].Applied Ocean Research,2004,26:1-12.
[196]李惠彬.大型工程结构模态参数识别技术[M].北京:北京理工大学出版社,2007.
[197]谭冬梅,姚三,瞿伟廉.振动模态的参数识别综述[J].华中科技大学学报(城市科学版),2002,19(3):73-78
[198]W.塞托编著,金树武等译.声学原理概要和习题[M].杭州:浙江科学技术出版社,1985.
[199]SHINOZUKA M..Simulation of multivariate and multidimensional random processes[J].Journal of acoustics society of american,1971,49(1):357-386.
[200]Holmes P.,Lumley J.,Berkooz G..Turbulence,coherent structures,dynamical systems and symmetry[M].Cambridge University Press,Cambridge,U.K..
[201]余世策,孙柄楠,楼文娟.风致内压对大跨屋盖风振响应的影响[J].空气动力学学报,2005,23(2):210-216.
[202]沈世钊,徐崇宝,赵臣.悬索结构设计(第二版)[M].北京:中国建筑工业出版社,2006.
[203]陈新礼,沈世钊,向阳.鞍形薄膜结构的风振响应分析及风振系数[J].天津城市建设学院学院,2001,7(3):159-163.
[204]张建胜,武岳,沈世钊.单层网壳结构的风振响应与抗风设计[J].武汉理工大学学院,2006,28(7):63-66.
[205]陆锋,楼文娟,孙柄楠.大跨度平屋面的风振响应及风振系数[J].工程力学,2002,19(2):52-57.
[206]楼文娟,杨毅,庞振钱.刚性模型风洞试验确定大跨屋盖结构风振系数的多阶模态力法[J].空气动力学学报,2005,23(2):183-187.
[207]王珩,孙柄楠,楼文娟等.台州体育中心屋盖的风振系数计算[J].工业建筑,2005,35(4):82-84.
[208]何艳丽,李燕.单层筒壳的风振响应及实用抗风设计方法[J].空间结构,2006,12(3):7-11.
[209]陈艾荣,曾勇,周志勇,王达磊.河南电视塔体形系数CFD数值模拟及随机风振响应数值分析(Ⅱ)[J].特种结构,2006,23(3):8-11.
[210]陈波,武岳,沈世钊.张拉式膜结构抗风设计[J].工程力学,2006,23(7):65-71.
[211]沈国辉,孙柄楠,楼文娟.大跨屋盖悬挑结构的风荷载分析[J].空气动力学学报,2004,22(1):41-46.
[212]余世策,孙柄楠,沈国辉,楼文娟.伞形膜结构组合屋盖风荷载特性的风洞试验研究[J].空气动力学学报,2005,23(1):40-45.
[213]HOLMES J.D..Effective static load distributions in wind engineering[J].Journal of Wind Engineering and Industrial Aerodynamics,2002(90):91-109.
[214]董石麟,袁行飞.肋环型索穹顶初始预应力分布的快速计算法[J].空间结构,2003,9(2):3-8.
[215]董石麟,袁行飞.葵花型索弯顶初始预应力分布的简捷计算法[J].建筑结构学报,2004,25(6):9-14.
[216]张其林.索和膜结构[M].上海:同济大学出版社,2002.
[217]中华人民共和国国家标准GB50009-2001,建筑结构荷载规范[S].2002.3.
[2]EMMERICH D. G.. Constructions de reseaux autotendantm, brevetd' invention[P]. FRANCE: No. 1377290, 1964.
[3]VILNAY O.. Structures made of infinite regular tensegric nets[C]. U. S. A: Bulletin of the International Association of Steel and Spatial Structures, 1977,18(63): 51-57.
[4]HANAOR A. ,LIAOM. K.. Double-layer tensegrity grids: static load response, part I: analytic study[J]. Journal of Structural Engineering,1991,117(6): 1660-1674.
[5]HANAOR A. ,LIAO M. K.. Double-layer tensegrity grids: static load response, part II: experimental study[J]. Journal of Structural Engineering,1991,117 (6): 1675-1684.
[6]MOTRO R.. Tensegrity systems and geodesic domes[J]. International Journal of Space Structures, 1990, 5 (3, 4): 341-351.
[7]MOTRO R.. Tensegrity systems for double-layer space structures[C]. U. K.: Proceedings of International Conference on the Design and Construction of Non-conventional Sructures, Edinburgh, Scotland, Civil-Comp Press,1987,2: 43-52.
[8]GEIGER D. H.. A cost comparison of roof systems for sport halls [C]. U. S. A: Bulletin of the International Association of Steel and Spatial Structures, 1988, 29 (1): 9-23.
[9]GEICER D. H.. Room structure[P]. U.S.A: No. 4736553, 1988.
[10]GEIGER D. H. .CAMPBELL D.,CHEN D., GOSSEN P., HAMILTON K.,HOUG G.. Design details of an elliptical cable dome and a large span cable dome under construction in the United States[C]. U.K.: Proceedings, 1~(st) Oleg Kerensky Memorial Conference, London, England, 1988,14-17.
[11]LEVY M. P.. Georgia dome and beyond achieving light weight-long span structures [C]. U. S. A.: Proceedings, Proceeings of International Association of Space Structures, American Society of Civil Engineering,New York,1994,560-562.
[12]陈联盟.Kiewitt型索穹顶结构的理论分析和试验研究[D]:[博士学位论文].浙江:浙江大学,2005.
[13]董石麟,罗尧治,赵阳等.新型空间结构分析、设计与施工[M].北京:人民交通出版社,2006.358-365.
[14]包红泽.鸟巢型索穹顶结构的理论分析和试验研究[D]:[博士学位论文].浙江:浙江大学,2007.
[15]郑君华.矩形平面索穹顶结构的理论分析与试验研究[D]:[博士学位论文].浙江:浙江大学,2006.
[16]赵超超.具有荷载缓和功能的索穹顶结构的理论分析与试验研究[D]:[硕士学位论文].浙江:浙江大学,2007.
[17]CALLADINE C.R..Buckminster Fuller's "tensegrity" structures and Clerk Maxwell's rulers for the construction of stiff frames[J].International Journal of Solids and Structures,1978,14(2):161-172.
[18]PELLEGRINO S.,CALLADINE C.R..Matrix analysis of statically and kinematically indeterminate frameworks[J].International Journal of Solids and Structures,1986,22(4):409-428.
[19]PELLEGRINO S..Analysis of prestressed mechanisms[J].International Journal of Solids and Structures,1990,26(12):1329-1350.
[20]CALLADINE C.R.,PELLEGRINO S..First-order infinitesimal mechanisms[J].International Journal of Solids and Structures,1991,27(4):2505-2515.
[21]PELLEGRINO S..Structural computations with the singular value decomposition of the equilibrium matrix[J].International Journal of Solids and Structures,1993,30(21):3025-3035.
[22]KUZNETSOV E.N..On the evaluation of statical-kinematic stiffness matrix for underconstrained structural systems[J].International Journal of Solids and Structures,2000,37(15):2215-2223.
[23]KUZNETSOV E.N..On the physically realizability of singular structural systems[J].International Journal of Solids and Structures,2000,37(21):2937-2950.
[24]刘郁馨.伪可变体系的几何构造分析[J].计算结构力学及其应用,1994,11(1):50-62.
[25]DENG H.,KWAN A.S.K..Unified classification of stability of pin-jointed bar assemblies[J].International Journal of Solids and Structures,2005,42(15):4393-4413.
[26]YAYARAMAN H.B.,KNUDSON W.C..A curved element for the analysis of cable structures[J].Computers and Structures,1981,14(3-4):325-333.
[27]向锦武,罗绍湘,陈鸿天.悬索结构振动分析的悬链线索元法[J].工程力学,1999,16(3):130-134.
[28]刘开国.拉索穹顶结构的轴对称荷载作用下的计算[J].建筑结构学报,1993,14(5):28-36.
[29]唐建民.索穹顶体系的结构理论研究[D]:[博士学位论文].上海:同济大学,1996.
[30]詹伟东.葵花型索穹顶结构的理论分析与试验研究[D]:f博士学位论文].浙江:浙江大学,2004.
[31]GASPARINI D.A.,PERDILKARIS P.C.,KANJ N..Dynamic and static behavior of cable dome model[J].Journal of Engineering Structures,1989,115(2):363-381.
[32]郑君华,袁行飞,董石麟.两种体系索穹顶结构的破坏形式及其受力性能研究[J].工程力学,2007,24(1):44-50.
[33]卫东,沈世钊.索穹顶中考虑薄膜与索协同工作对结构性能的影响[J].空间结构,2000,6(2):24-39.
[34]胡宁.索杆膜空间结构协同分析理论及风振响应研究[D]:[博士学位论文].浙江:浙江大学,2003.
[35]赖达东.索杆膜结构的协同找形及荷载分析研究[D]:[硕士学位论文].浙江:浙江大学,2003.
[36]郑君华,袁行飞,董石麟,罗尧治,曲晓宁.考虑膜材与索杆协同工作的索穹顶找形分析[J].浙江大学学报(工学版),2008,42(1):25-28.
[37]黄呈伟,陶燕.索穹顶结构的动力特性计算分析[J].空间结构,2001,7(2):27-32.
[38]包红泽,董石麟.鸟巢型索穹顶自振特性分析[J].空间结构,2007,13(3):13-14.
[39]罗尧治,王荣.索穹顶结构动力特性及多维多点抗震性能研究[J].浙江大学学报(工学版),2005,39(1):39-45.
[40]KAWAGUCHI M.,TATEMICHI I.,CHEN P.S..Optimum shapes of a cable dome structure[J].Engineering Structures,1999,21:719-725.
[41]YUAN X.F.,DONG S.L..Nonlinear analysis and optimum design of cable domes[J].Engineering Structures,2002,24:965-977.
[42]GEIGER D.H.,STENFANIUK A.,CHEN D..The design and construction of two cable domes for the Korean Olympics[C].Japan.:Proceedings of International Association of Space Structures-Americal Society of Civil Engineering,Osaka,1986,265-272.
[43]黄呈伟,陶燕,罗小青.索穹顶的施工张拉及其模拟计算[J].昆明理工大学学报,2000,25(1):15-19.
[44]袁行飞.索穹顶结构的理论分析和试验研究[D]:[博士学位论文].浙江:浙江大学,2000.
[45]罗尧治.索杆张力结构数值分析理论研究[D]:[博士学位论文].浙江:浙江大学,2000.
[46]沈祖炎,张立新.基于非线性有限元的索穹顶施工模拟分析[J].计算力学学报,2002,19(4):466-471.
[47]姜群峰.松驰索杆体系的形态分析和索杆张力结构的施工成形研究[D]:[硕士学位论文].浙江:浙江大学,2004.
[48]张志宏.大型索杆梁张拉空间结构体系的理论研究[D]:[博士学位论文].浙江:浙江大学,2003.
[49]王洪军,刘锡良,陈志华.动力松驰法在索穹顶施工过程分析中的应用[C].北京:第十届空间结构学术会议论文集,2002:392-399.
[50]伍晓顺.索杆张力结构的施工成型和平面链杆机构的运动形态分析[D]:[硕士学位论文].浙江:浙江大学,2006.
[51]MOTRO R..Forms and forces in tensegrity systems[C].Proceedings of the 3~(rd) International Conference on Space Structures,1984,180-185.
[52]MOTRO R.,NAJARI S.,JOUANNA P..Static and dynamic analysis of tensegrity systems[C].Proceedings of 2~(nd) International Symposium on Shell and Spatial Structures:Computational Aspects,1986,270-279.
[53]YAMAGUCHI I..A study on the mechanism and structural behaviors of cable dome[C].Proceedings of International Colloquium on Space Structures for Sports Building,1987,534-549.
[54]TANIGUCHI T.,ISHII K.,TODA I.,KOMATSU K..Report on experiments concerning tension dome[C].Proceedings of International Colloquium on Space Structures for Sports Building,1987,550-557.
[55]曹喜.张拉整体索穹顶结构的设计理论与试验研究[D]:[博士学位论文].天津:天津大学,1997.
[56]王帆.索穹顶结构的设计与施工技术研究[D]:[博士学位论文].南京:东南大学,2002.
[57]冯庆兴.大跨度环型空腹索桁结构体系的理论与实验研究[D]:[博士学位论文].浙江:浙江大学,2003.
[58]蔺军.大跨度葵花型空间索桁张力结构的理论分析与实验研究[D]:[博士学位论文].浙江:浙江大学,2005.
[59]张相庭.结构风工程——理论·规范·实践[M].北京:中国建筑工业出版社,2006.
[60]DAVENPORT A.G..Gust loading factors[J].Journal of the Structural Division,1967,ASCE93(ST3):11-34.
[61]DAVENPORT A.G..The application of statistical concepts to the wind loading of structures[C].Proceedings of Civil Engineering Institution,1961,19,449-472.
[62]HOLMES J.D..Wind loading of structures[M].Sport Press,2001.
[63]DAVENPORT A.G..How can we simplify and generalize wind loads?[J].Journal of Wind Engineering and Industrial Aerodynamics,1995,54/55:657-669.
[64]KASPERSKI M..Extreme wind load distributions for linear and nonlinear design[J].Engineering Structures,1992,14(1):27-34.
[65]KASPERSKIM.,NIEMANN H.J..The L.R.C.method-ageneral method of estimating unfavorable wind load distributions for linear and nonlinear structural behavior[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,43:1753-1763.
[66]谢壮宁,倪振华,石碧表.大跨度屋盖结构的等效静风荷载[J].建筑结构学报,2007,28(1):113-118.
[67]陈贤川,赵阳,董石麟.基于虚拟激励法的空间网格结构风致抖振响应分析[J].计算力学学报,2006,23(6):684-689.
[68]黄本才.结构抗风分析原理及应用[M].上海:同济大学出版社,2001.
[69]DYRBYE C.,HANSEN S.O.著,薛素铎,李雄彦译.结构风荷载作用[M].北京:中国建筑工业出版社,2006.
[70]何艳丽,董石麟,龚景海.大跨空间网格结构风振分析的模态选取方法[J].工程力学,2002,19(4):1-6
[71]DEODATIS G..Simulation of ergodic multivariate stochastic process[J].Journal of Engineering Mechanics,1996,122(8):778-787.
[72]GERSCH W.,YONEMOTO J..Synthesis of multi-variate random vibration systems:A two-stage least squares ARMA model approach[J].Journal of Sound and Vibration,1977,52(4):553-565.
[73]武岳,沈世钊.膜结构风振分析的数值风洞方法[J].空间结构,2003,9(2):38-43.
[74]LAZZARI M.,VITALIANI R.V.,MAJOWIECKI M.,SAETTA A.V..Dynamic behavior of a tensegrity system subjected to follower wind loading[J].Computers and Structures,2003,81:2199-2217.
[75]李芳,王国砚,茆会勇,张相庭.考虑索穹顶结构形变化的空气动力失稳分析[J].同济大学学报,2002,30(5):609-613.
[76]恽起麟.实验空气动力学[M].北京:国防工业出版社,1991.
[77]IASHKAR I.,NOVAK M..Wind tunnel studies of cable roofs[J].Journal of Wind Engineering and Industrial Aerodynamics,1983,13:407-419.
[78]NAKAMURA O.,TAMURA Y.,MIYASHITA K.,ETOH M..A case study of wind pressure and wind-induced vibration of a large span open-type roof[C].Downing college,Cambridge,USA:Inaugural conference of the wind engineering society,1992,28-30.
[79]SCRUTON C..On the wind-excited oscillations of stacks,towers and masts[C],proceedings of the conference on wind effects on buildings and structures.Teddington,Middlesex,England:National physical laboratory,1965,798-836.
[80]KIND R.J..Aeroelastic modeling of membrane structures[C].Wind Tunnel Modeling for Civil Engineering Applications,proceedings of the International Workshop on Wind Tunnel Modeling Criteria and Techniques in Civil Engineering Applications.Gaithersburg,Maryland,USA:T.A.Reinhold,1982,429-439.
[81]GASPARINI D.A.,PERDIKARIS P.C.,GHIOCHEL D.,NEINER G..A wind tunnel study of an aeroelastic model of the Florida suncoast dome[C].Proceedings of the Symposiumon Structural Engineering in Natural Hazards Mitigation.USA:ASCE,1993,502-507.
[82]周光垌,严宗毅,许世雄,章克本.流体力学(第二版上册)[M].北京:高等教育出版社,2000.121-123,331-337.
[83]王献孚,熊鳌魁.高等流体力学[M].武汉:华中科技大学出版社,2003.99-103,179-183,194-200.
[84]朱川海.大跨度屋盖气弹模型风洞试验需要满足的相似条件[J].空间结构,2005,11(4):46-49.
[85]王吉民.薄膜结构的风振响应分析和风洞试验研究[D]:[博士学位论文].浙江:浙江大学,2001.
[86]ZHANG Z.H.,TAMURA Y..Aeroelastic model test on cable dome of Geiger type[J].International Journal of Space Structures,2006,21(3):131-140.
[87]ADINA中国-亚得科技有限责任公司,2007.涡街对结构振动的影响[EB].www.adina.com.cn.
[88]黄本才.结构抗风分析原理及应用[M].上海:同济大学出版社,2001.54-58,64-79.
[89]刘俊丽.塔科马(Tacoma)桥风振致毁[J].力学与实践,2007,1:13-13.
[90]万田保编译.60年后塔科马大桥的空气动力研究[J].国外桥梁,2001,4:45-49.
[91]邹良浩,梁枢果,顾明.高层建筑气弹模型耦合风振响应风洞试验研究[C].第十一届全国结构风工程学术会议论文集.海南三亚:中国土木工程学会,2004,287-290.
[92]陈萌,管品武,赵更歧.横风向旋涡脱落的共振分析及在工程上的应用[J].世界地震工程,2004,20(3):95-99.
[93]TAMURA T.,ITOH Y.,WADA A.,KUWAHARA K..Numerical study of pressure fluctuations on a rectangular cylinder in aerodynamic oscillation[J].Journal of Wind Engineering and Industrial Aerodynamics,1995,54-55:239-250.
[94]TAMURA T.,ITOH Y..Three-dimensional vortical flows around a bluff cylinder in unstable oscillations[J].Journal of Wind Engineering and Industrial Aerodynamics,1997,67-68:141-154.
[95]ITOH Y.,TAMURA T..The role of separated shear layers in unstable oscillations of a rectangular cylinder around a resonant velocity[J].Journal of Wind Engineering and Industrial Aerodynamics,2002,90:377-394.
[96]TAMURA T.,MIYAGI T.,KITAGISHI T..Numerical prediction of unsteady pressures on a square cylinder with various corner shapes[J].Journal of Wind Engineering and Industrial Aerodynamics,1998,74-76:531-542.
[97]NOZAWA K.,TAMURA T..Large eddy simulation of the flow around a low-rise building immersed in a rough-wall turbulent boundary layer[J].Journal of Wind Engineering and Industrial Aerodynamics,2002,90:1151-1162.
[98]TAMURA T..Reliability on CFD estimation for wind-structure interaction problems[J].Journal of Wind Engineering and Industrial Aerodynamics,1999,81:117-143.
[99]BATHE K.J.,ZHANG H.,WANG M.H..Finite element analysis of incomprressible and compressible fluid flows with free surfaces and structural interactions[J].Computers &Structures,1995,56(2/3):193-213.
[100]BATHE K.J.,NITIKITPAIBOON C.,WANG X..A mixed displacement-based finite element formulation for acoustic fluid-structure interaction[J].Computers & Structures,1995,56(2/3):225-237.
[101]BATHE K.J.,ZHANG H.,ZHANG X..Some advances in the analysis of fluid flows[J].Computers & Structures,1997,64(5/6):909-930.
[102]BATHE K.J.,ZHANG H.,JI S..Finite element analysis of fluid flows fully coupled with structural interactions[J].Computers & Structures,1999,72:1-16.
[103]BATHE K.J.,ZHANG H..A flow-condition-based interpolation finite element procedure for incompressible fluid flows[J].Computers & Structures,2002,80:1267-1277.
[104]ADINA中国-亚得科技有限责任公司.成功案例[EB].www.adina.com.cn,2007.
[105]ZHANG H.,ZHANG X.L.,JI S.H.,GUO Y.H.,LEDEZMA G.,ELABBASI N.,COUGNY H.D..Recent development of fluid□structure interaction capabilities in the ADINA system[J].Computers & Structures,2003,81:1071-1085.
[106]FERNANDEZ G.,HAFEZ M..Stable finite-element solution of the incompressible Navier-Stokes equations using linear interpolations for velocity and pressure[J].Computer Methods in Applied Mechanics and Engineering,2001,191:545-559.
[107]KAYSER-HEROLD O.,MATTHIES H.G..A unified least-squares formulation for fluid□structure interaction problems[J].Computers & Structures,2007,85:998-1011.
[108]BECKERT A..Coupling fluid(CFD) and structural(FE) models using finite interpolation elements[J],Aerosp.Sci.Technol,2000,4:13-22.
[109]GL(U|¨)CK M.,BREUER M.,DUREST F.,HALFMANN A.,RANK E..Computation of fluid-structure interaction on lightweight structures[J].Journal of Wind Engineering and Industrial Aerodynamics,2001,89:1351-1368.
[110]GL(U|¨)CK M.,BREUER M.,DUREST F.,HALFMANN A.,RANK E..Computation of wind-induced vibrations of flexible shells and membranous structures[J].Journal of Fluids and Structures,2003,17:739-765.
[111]BRAUN A.L.,AWRUCH A.M..Aerodynamic and aeroelastic analysis of bundled cables by numerical simulation[J].Journal of Sound and Vibration,2005,284:51-73.
[112]SAWADA T.,HISADA T..Fluid-structure interaction analysis of the two-dimensional flag-in-wind problem by an interface-tracking ALE finite element method[J].Computers &Fluids,2007,36:136-146.
[113]LEE C.J.K.,NOGUCHI H.,KOSHIZUKA S..Fluid-shell structure interaction analysis by coupled particle and finite element method[J].Computers & Structures,2007,85:688-697.
[114]HARGREAVES D.M.,WRIGHT N.G..On the use of the k-ε model in comercial CFD software to model the neutral atmospheric boundary layer[J].Journal of Wind Engineering and Industrial Aerodynamics,2007,95:355-369.
[115]MOONEN P.,BLOCKEN B.,ROELS S.,CARMELIET J..Numerical modeling of the flow conditions in a closed-circuit low-speed wind tunnel[J].Journal of Wind Engineering and Industrial Aerodynamics,2006,94:699-723.
[116]项海帆等.现代桥梁抗风理论与实践[M].北京:人民交通出版社,2005.297-339.
[117]曹丰产.桥梁气动弹性问题的数值计算[D]:[博士学位论文].上海:同济大学,1999.
[118]周志勇.离散涡方法用于桥梁气动弹性问题的数值计算[D]:[博士后研究报告].上海:同济大学,2001.
[119]周志勇,陈艾荣,项海帆.涡方法用于桥梁断面气动导数和颤振临界风速的数值计算[J].振动工程学报,2002,(15):327-331.
[120]王辉,陈水福,唐锦春.低层双坡屋面房屋表面风压的数值模拟[J].浙江大学学报(工学版),2003,37(6):634-638.
[121]林郁,卓新.开敞式又筒网壳风场数值模拟与受力分析[J].浙江大学学报(工学版),2004,38(9):1170-1174.
[122]殷惠君,张其林,周志勇.标准低矮建筑TTU三维定常风场数值模拟研究[J].工程力学,2007,24(2):139-145.
[123]陈文礼,李惠.基于RANS的圆柱风致涡激振动的CFD数值模拟[J].西安建筑科技大学学报(自然科学版),2006,38(4):509-513.
[124]汪丛军,黄本才,徐晓明,林高.环状悬挑屋盖平均风压与风环境数值模拟[J].同济大学学报(自然科学版),2006,34(6):711-725.
[125]刘振华.膜结构流体—结构耦合风致动力响应数值模拟研究[D]:[博士学位论文].上海:同济大学,2006.
[126]楼昕.考虑流固耦合风振响应的膜结构抗风设计研究[D]:[硕士学位论文].济南:山东大学,2007.
[127]陆新征,叶列平,马千里,江见鲸.CFRP索流固耦合风振研究[C].第十二届全国结构风工程学术会议论文集.陕西西安:中国土木工程学会,2005,69-75.
[128]ADINA R&D,Inc.Theory and Modeling Guide Volume Ⅲ:ADINA-F[EB].Report ARD 03-9,2003.
[129]王福军.计算流体动力学分析—CFD软件原理与应用[M].北京:清华大学出版社,2004.
[130]OGAMI Y.,AYANO Y..Flow around a circular cylinder simulated by the viscous vortex model-the diffusion velocity method[J].Journal of Computational Fluid Dynamics,1995,4:383-399.
[131]胡继军,李春祥,黄金枝.网壳风振响应主要贡献模态的识别及模态相关性影响分析[J].振动与冲击,2001,20(1):22-27.
[132]何艳丽,董石麟,龚景海.空间网格结构频域风振响应分析模态补偿法[J].工程力学,2002,19(4):1-6.
[133]陈贤川,赵阳,董石麟.大跨空间网格结构风振响应主要贡献模态的识别及选取[J].建筑结构学报,2006,27(1):9-15.
[134]张建胜,武岳,陈波,沈世钊.Ritz-POD法及其在大跨度屋盖结构风振分析中的应用[J].沈阳建筑大学学报(自然科学版),2005,21(6):601-605.
[135]张建胜,武岳,沈世钊.单层网壳结构风振响应的主要贡献模态识别[J].振动工程学报,2006,19(4):452-458.
[136]张建胜,武岳,沈世钊.单层网壳结构风振响应的模态耦合效应分析[J].振动与冲击,2006,25(6):39-42.
[137]杨庆山,沈世钊.悬索结构随机风振响应分析[J].建筑结构学报,1998,4:29-39.
[138]S.Z.Shen,Q.S.Yang.Wind-induced response analysis and wind-resistant design of hyperbolic parabolic cable net structures[J].Space structures,1999,14(1):57-65.
[139]RICE.S.O.Mathematical analysis of random noise[C].Selected papers on noise and stochastic processes.Dover,New York:WAX N.,eds.,1954,133-294.
[140]SHINOZUKA M..Monte Carlo solution of structural dynamics[J].Computers and Structures,1972,2(5-6):855-874.
[141]YANG J.N..Simulation of random envelope process[J].Journal of sound and vibration,1972,25(1):73-85.
[142]YANG J.N..On the normality and accuracy of simulated random processes[J].Journal of sound and vibration,1973,26(3):417-428.
[143]SHINOZUKA M..Digital simulation of random processes in engineering mechanics with the aid of FFT technique[C].Stochatic problems in mechanics.Waterloo,Canada:ARIARATNAM S.T.and LEIPHOLZ H.H.E.,eds.,1974,277-286.
[144]YAMAZAKI F.,SHINOZUKA M..Digital generation of non-Gaussian stochatic fields[J].Journal of engineering mechanics,1988,114(7):1183-1197.
[145]GRIGORIU M..Algorithm for generating sampling of homogeneous Gaussian fields[J].Journal of engineering mechanics,2003,129(1):43-49.
[146]CAO Y.H.,XIANG H.F.,ZHOU Y..Simulation of stochastic wind velocity field on long-span bridges[J].Journal of engineering mechanics,2000,126(1):1-6.
[147]CHEN X.,KAREEM A..POD-based modeling,analysis and simulation of dynamic wind load effects on stuctures[J].Journal of engineering mechanics,2005,131(4):325-339.
[148]CHEN L.Z.,LETCHFORD C.W..Simulation of multivariate stationary Gaussian stochastic processes:hybrid spectral representation and proper orthogonal decomposition approach[J].Journal of engineering mechanics,2005,131(8):801-808.
[149]MIGNOLET M.P.,SPANOS P.T.D..Recursive simulation of stationary multi-variate random processes:Part Ⅰ[J].Journal of applied mechanics,1988,53(4):674-680.
[150]SPANOS P.T.D.,MIGNOLET M.P..Recursive simulation of stationary multi-variate random processes:Part Ⅱ[J].Journal of applied mechanics,1988,53(4):681-687.
[151]DEODATIS G.,SHINOZUKA M..Autoregressive model for nonstationary stochastic processes[J].Journal of engineering mechanics,1988,114(11):1995-2012.
[152]张华.薄膜结构形状确定及耦合风振响应分析[D]:[博士学位论文].南京:东南大学,2002.
[153]张相庭.工程结构风荷载理论和抗风计算手册[M].上海:同济大学出版社,1990.
[154]向阳,沈世钊,李君.薄膜结构的非线性风振响应分析[J].建筑结构学报,1999,20(6):38-46.
[155]李黎,夏正春,樊爱武,杨军.附加阻尼法分析鞍形膜结构的风振响应[J].空间结构,2005,11(1):60-64.
[156]KASSEM M..Dynamics of lightweight roofs[D].Ontario:The University of Western Ontario,1990.
[157]沈世钊,武岳.大跨度张拉结构风致动力响应研究进展[J].同济大学学报,2002,30(5):533-538.
[158]沈世钊,武岳.膜结构风振响应中的流固耦合效应研究进展[J].建筑科学与工程学报,2006.23(1):1-9.
[159]R.D.白莱文斯.流体诱发的振动[M].北京:机械工业出版社,1983.
[160]毛国栋.索膜结构设计方法研究[D]:[博士学位论文].杭州:浙江大学,2005.
[161]张远君校编.流体力学大全[M].北京:北京航空航天大学出版社,1991.61.
[162]HAN R.P.S.,XU H.Z..A simple and accurate added mass model for hydrodynamic fluid-structure interaction analysis[J].Journal of Franklin Institution,1996,333B(6):929-945.
[163]UCHIYAMA T..Numerical prediction of added mass and damping for a cylinder oscillating in confined incompressible gas-liquid two-phase mixture[J].Nuclear engineering and design,2003,222:68-78.
[164]CONCA C.,OSSES A.,PLANCHARD J..Added mass and damping in fluid-structure interaction[J].Computer methods in applied mechanics and engineering,1997,146:387-405.
[165]MINAMI H..Added mass of a membrane vibrating at finite amplitude[J].Journal of fluids and structures,1998,12:919-932.
[166]YADYKIN Y.,TENETOV V.,LEVIN D..The added mass of a flexible plate oscillating in a fluid[J].Journal of fluids and structures,2003,17:115-123.
[167]ZHOU Q.,JOSEPH P.H..A numerical method for the calculation of dynamic response and acoustic radiation from an underwater structure[J].Journal of sound and vibration,2005,283:853-873.
[168]KRISHNA B.V.,GANESAN N..Polynomial approach for calculating added mass for fluid-filled cylindrical shells[J].Journal of sound and vibration,2006,291:1221-1228.
[169]F(O|)RSTER C.,WALL W.A.,RAMM E..Artificial added mass instabilities in sequential staggered coupling of nonlinear structures and incompressible viscous flows[J].Computer methods in applied mechanics and engineering,2007,196:1278-1293.
[170]BLEVINS R.O..Formulas for natural frequency and mode shape[M].New York:Van Nostrand Reinhold Company,1979.
[171]蒋莉,沈孟育.求解流体与结构相互作用问题的ALE有限体积方法[J].水动力学研究与进展,2000,15(2):148-154.
[172]朱云翔,郭日修.气幕对弹性球壳振动影响的探讨[J].振动工程学报,1996,9(3):237-243.
[173]熊菁,秦小波,程文科.降落伞系统附加质量的研究[J].中国空间科学技术,2002,4:32-38.
[174]忻孝康,刘儒勋,蒋伯诚.计算流体力学[M].长沙:国防科技大学出版社,1989.
[175]李淑娟,王皓,黄涛,唐国安.太阳帆板振动诱导空气流场分析及其附加质量计算[J].复旦学报(自然科学版),2000,39(4):441-445.
[176]苏里,李淑娟,唐国安.结构振动诱导流场及附加质量的数值分析[J].应用数学和力学,2005,26(2):231-238.
[177]王基盛,杨庆山.流体环境中结构附加质量的计算[J].北方交通大学学报,2003,27(1):40-43.
[178]王基盛,杨庆山,武岳,张亮泉.薄膜结构附加质量的计算方法[J].空间结构,2003,9(3):38-41.
[179]鲁丽,杨翊仁.板状结构上的流体附加质量、附加刚度和附加阻尼系数[J].科学技术与工程,2006,6(11):1479-1481.
[180]THOMSONW.T.,DAHLEHM.D..Theory of vibration with applications(5th Ed.)[M].New Jersey:Prentice Hall,1997.
[181]KAREEM A.,GURLEY K..Damping in structures:its evaluation and treatment of uncertainty[J].Journal of wind engineering and industrial areodynamics,1996,59:131-157.
[182]MARUKAWA H.,KATO N.,FUJII K.,TAMURA Y..Experimental evaluation of aerodynamic damping of tall buildings[J].Journal of wind engineering and industrial areodynamics,1996,59:177-190.
[183]TAMURA Y.,SUGANUMA S.Y..Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds[J].Journal of wind engineering and industrial areodynamics,1996,59:115-130.
[184]TARNOPOLSKY A.Z.,LAI J.C.S.,FLETCHER N.H..Aerodynamic damping of ramdomly excited plates in stationary and moving air[J].Journal of sound and vibration,2002,253(4):795-805.
[185]HOLMES J.D..Along-wind response of lattice towers Ⅱ.Aerodynamic damping and deflections[J].Engineering structures,1996,18(7):483-488.
[186]MATSUMOTO M..Aerodynamic damping of prisms[J].Journal of wind engineering and industrial areodynamics,1996,59:156-175.
[187]CHEN X.Z.,MATSUMOTO M.,KAREEM A..Aerodynamic coupling effects on flutter and buffeting of bridges[J].Journal of engineering mechanics,2000,126(1):17-26.
[188]MACDONALD J.H.G.,LAROSEG.L..Aunified approach to aerodynamic damping and drag/lift instabilities,and its application to dry inclined cable galloping[J].Journal of fluids and structures,2006,22:229-252.
[189]NAMKOONG K.,CHOI H.G.,YOO J.Y..Computation of dynamic fluid-structure interaction in two-dimensional laminar flows using combined formulation[J].Journal of fluids and structures,2005,20:51-69.
[190]全涌,顾明.方形断面高层建筑的气动阻尼研究[J].工程力学,2004,21(1):26-30.
[191]邹良浩,梁枢果,顾明.高层建筑气动阻尼评估的随机减量技术[J].华中科技大学学报(城市科学版),2003,20(1):30-33.
[192]杨毅.屋盖结构的风振响应与气动阻尼[D]:[硕士学位论文].杭州:浙江大学,2004.
[193]HUANG N.E.,SHEN Z.,LONG S.R..h new view of nonlinear water waves:the Hilbert spectrum[J],Annu Rev Fluid Mech,1999,31:417□457.
[194]张西宁,屈梁生.一种改进的随机减量信号提取方法[J].西安交通大学学报,2000,34(1):106-110.
[195]VELTCHEVAA A.D.,SOARES C.G..Identification of the components of wave spectra by the Hilbert Huang transform method[J].Applied Ocean Research,2004,26:1-12.
[196]李惠彬.大型工程结构模态参数识别技术[M].北京:北京理工大学出版社,2007.
[197]谭冬梅,姚三,瞿伟廉.振动模态的参数识别综述[J].华中科技大学学报(城市科学版),2002,19(3):73-78
[198]W.塞托编著,金树武等译.声学原理概要和习题[M].杭州:浙江科学技术出版社,1985.
[199]SHINOZUKA M..Simulation of multivariate and multidimensional random processes[J].Journal of acoustics society of american,1971,49(1):357-386.
[200]Holmes P.,Lumley J.,Berkooz G..Turbulence,coherent structures,dynamical systems and symmetry[M].Cambridge University Press,Cambridge,U.K..
[201]余世策,孙柄楠,楼文娟.风致内压对大跨屋盖风振响应的影响[J].空气动力学学报,2005,23(2):210-216.
[202]沈世钊,徐崇宝,赵臣.悬索结构设计(第二版)[M].北京:中国建筑工业出版社,2006.
[203]陈新礼,沈世钊,向阳.鞍形薄膜结构的风振响应分析及风振系数[J].天津城市建设学院学院,2001,7(3):159-163.
[204]张建胜,武岳,沈世钊.单层网壳结构的风振响应与抗风设计[J].武汉理工大学学院,2006,28(7):63-66.
[205]陆锋,楼文娟,孙柄楠.大跨度平屋面的风振响应及风振系数[J].工程力学,2002,19(2):52-57.
[206]楼文娟,杨毅,庞振钱.刚性模型风洞试验确定大跨屋盖结构风振系数的多阶模态力法[J].空气动力学学报,2005,23(2):183-187.
[207]王珩,孙柄楠,楼文娟等.台州体育中心屋盖的风振系数计算[J].工业建筑,2005,35(4):82-84.
[208]何艳丽,李燕.单层筒壳的风振响应及实用抗风设计方法[J].空间结构,2006,12(3):7-11.
[209]陈艾荣,曾勇,周志勇,王达磊.河南电视塔体形系数CFD数值模拟及随机风振响应数值分析(Ⅱ)[J].特种结构,2006,23(3):8-11.
[210]陈波,武岳,沈世钊.张拉式膜结构抗风设计[J].工程力学,2006,23(7):65-71.
[211]沈国辉,孙柄楠,楼文娟.大跨屋盖悬挑结构的风荷载分析[J].空气动力学学报,2004,22(1):41-46.
[212]余世策,孙柄楠,沈国辉,楼文娟.伞形膜结构组合屋盖风荷载特性的风洞试验研究[J].空气动力学学报,2005,23(1):40-45.
[213]HOLMES J.D..Effective static load distributions in wind engineering[J].Journal of Wind Engineering and Industrial Aerodynamics,2002(90):91-109.
[214]董石麟,袁行飞.肋环型索穹顶初始预应力分布的快速计算法[J].空间结构,2003,9(2):3-8.
[215]董石麟,袁行飞.葵花型索弯顶初始预应力分布的简捷计算法[J].建筑结构学报,2004,25(6):9-14.
[216]张其林.索和膜结构[M].上海:同济大学出版社,2002.
[217]中华人民共和国国家标准GB50009-2001,建筑结构荷载规范[S].2002.3.