大跨度机库屋盖结构的风荷载及风振响应研究
|
摘要
维修机库跨度大、自振频率低,体型高大、扁平,其屋盖结构的刚度与质量分布不均匀、承受荷载复杂,风荷载是控制其屋面结构设计的主要荷载之一。目前,国内外对于大跨度机库的风洞试验和风振响应研究很少,我国规范给出的相关参数亦不能满足此类结构的抗风设计需要,因此深入研究大跨度机库屋盖结构的风荷载具有重要的工程应用价值和学术价值。本文结合风洞试验、理论分析、数值计算等多种手段,对大跨度机库结构的风压分布规律及其屋盖结构风振响应进行了较系统的研究,提出了针对大跨度机库的风荷载体型系数建议值和风振系数的实用计算方法。本文主要完成以下几方面工作:
(1)基于三个机库风洞试验,特别是A380机库风洞试验的结果,分析研究了机库屋面平均风压和脉动风压的分布特征和变化规律,探讨了女儿墙对大跨度机库屋面平均风压和脉动风压的影响,比较了门窗不同开启情况下机库内压的变化规律,得到了屋面风压谱的频谱特征,并根据屋面区域给出了风压谱的拟合公式。
(2)针对不同机库屋盖形式,分析了风振响应特性,比较了参与振型数目、模态交叉项、阻尼比等频域参数对大跨度屋盖结构风振响应的影响。采用本文的风压谱拟合公式,对A380机库屋盖进行了风振响应分析,得到了脉动风荷载下屋盖结构响应的分布规律和频谱特征。利用数值模拟的风荷载时程,对A380机库屋盖结构进行了风振响应时程分析,并与频域法的计算结果进行对比。
(3)根据现有风洞试验的分析结果及国内外相关规范的规定,提出了大型机库结构风荷载体型系数的取值建议,并与现行荷载规范的规定进行对比分析。利用大规模参数分析结果,拟合出适用于72m~150m单跨机库网架屋盖风振系数的实用公式,并对A380机库屋盖结构的风振系数和等效静风荷载进行研究。
(4)总结上述分析结果,探讨大跨度机库的抗风设计参数和设计原则,为大跨度机库的抗风设计提出了一套科学完整的计算分析方法。
Wind load is one of the major loads for large-span aircraft hangar’s design due to its high flexibility, low natural-frequency, flat shape, irregular distribution of mass and stiffness as well as sensitivity to different load cases. Up to now, less research has been done on wind tunnel test and wind-induced dynamic response of large-span hangars around world, and the design parameters of wind load given by current Codes for the design of building structures are not applicable to such long-span structures. Therefore, it is of vital importance in theory and engineering practice to further understand the wind loads of large-span hangar structures. Wind tunnel test, theoretical analysis and numerical simulation have been carried out hereby to investigate the wind loading distribution and wind-induced dynamic response on hangars. The wind load shape factors and wind fluttering factors have been presented. The main research work covered in this paper includes:
(1)Based on the results of three large-span hangar structures obtained from wind tunnel tests, distributions of mean/fluctuating wind pressures coefficient contours, influences of wind pressures by parapets, internal pressures in different door-open conditions, are investigated. The characteristics of wind pressure spectra on roof are studied and the fitted formula is provided by using MATLAB optimization tools.
(2)The wind-induced responses are analyzed for different types of hangar roof structures using frequency-domain method. Some important parameters including modal numbers, cross terms of modals, damping ratios are discussed carefully. The fitting formulas of wind pressures spectra based on wind tunnel test are adopted for A380 hangar wind-induced response analysis. The time-domain method is also adopted to perform the wind-induced dynamic analysis for A380 hangar roof and its calculated results are compared with that of analyzed by frequency-domain analysis.
(3)The wind load shape factors suitable for large-span hangar structures are presented according to the wind tunnel tests results and the provisions from foreign Codes. After large-scale parametric analysis, a practical formula of wind fluttering factors for 72m to 150m single span hangars is proposed. The equivalent static wind loads are analyzed for A380 hangar.
(4)In terms of the analysis results above, the wind-resistant design parameters and principles are discussed and a scientific calculated method for wind-resistance design of large-span hangars is proposed.
(1)基于三个机库风洞试验,特别是A380机库风洞试验的结果,分析研究了机库屋面平均风压和脉动风压的分布特征和变化规律,探讨了女儿墙对大跨度机库屋面平均风压和脉动风压的影响,比较了门窗不同开启情况下机库内压的变化规律,得到了屋面风压谱的频谱特征,并根据屋面区域给出了风压谱的拟合公式。
(2)针对不同机库屋盖形式,分析了风振响应特性,比较了参与振型数目、模态交叉项、阻尼比等频域参数对大跨度屋盖结构风振响应的影响。采用本文的风压谱拟合公式,对A380机库屋盖进行了风振响应分析,得到了脉动风荷载下屋盖结构响应的分布规律和频谱特征。利用数值模拟的风荷载时程,对A380机库屋盖结构进行了风振响应时程分析,并与频域法的计算结果进行对比。
(3)根据现有风洞试验的分析结果及国内外相关规范的规定,提出了大型机库结构风荷载体型系数的取值建议,并与现行荷载规范的规定进行对比分析。利用大规模参数分析结果,拟合出适用于72m~150m单跨机库网架屋盖风振系数的实用公式,并对A380机库屋盖结构的风振系数和等效静风荷载进行研究。
(4)总结上述分析结果,探讨大跨度机库的抗风设计参数和设计原则,为大跨度机库的抗风设计提出了一套科学完整的计算分析方法。
Wind load is one of the major loads for large-span aircraft hangar’s design due to its high flexibility, low natural-frequency, flat shape, irregular distribution of mass and stiffness as well as sensitivity to different load cases. Up to now, less research has been done on wind tunnel test and wind-induced dynamic response of large-span hangars around world, and the design parameters of wind load given by current Codes for the design of building structures are not applicable to such long-span structures. Therefore, it is of vital importance in theory and engineering practice to further understand the wind loads of large-span hangar structures. Wind tunnel test, theoretical analysis and numerical simulation have been carried out hereby to investigate the wind loading distribution and wind-induced dynamic response on hangars. The wind load shape factors and wind fluttering factors have been presented. The main research work covered in this paper includes:
(1)Based on the results of three large-span hangar structures obtained from wind tunnel tests, distributions of mean/fluctuating wind pressures coefficient contours, influences of wind pressures by parapets, internal pressures in different door-open conditions, are investigated. The characteristics of wind pressure spectra on roof are studied and the fitted formula is provided by using MATLAB optimization tools.
(2)The wind-induced responses are analyzed for different types of hangar roof structures using frequency-domain method. Some important parameters including modal numbers, cross terms of modals, damping ratios are discussed carefully. The fitting formulas of wind pressures spectra based on wind tunnel test are adopted for A380 hangar wind-induced response analysis. The time-domain method is also adopted to perform the wind-induced dynamic analysis for A380 hangar roof and its calculated results are compared with that of analyzed by frequency-domain analysis.
(3)The wind load shape factors suitable for large-span hangar structures are presented according to the wind tunnel tests results and the provisions from foreign Codes. After large-scale parametric analysis, a practical formula of wind fluttering factors for 72m to 150m single span hangars is proposed. The equivalent static wind loads are analyzed for A380 hangar.
(4)In terms of the analysis results above, the wind-resistant design parameters and principles are discussed and a scientific calculated method for wind-resistance design of large-span hangars is proposed.
引文
[1]沈世钊.大跨空间结构的发展——回顾与展望.土木工程学报, 1998, 31(1): 34-39.
[2]董石麟,赵阳,周岱.我国空间钢结构发展中的新技术、新结构.土木工程学报, 1998, 31(6): 3-12.
[3]项海帆.结构风工程的现状与展望.振动工程学报, 1997, 10(3): 33-36.
[4]顾明.土木结构抗风研究进展及基础科学问题.建筑、环境与土木工程II(土木工程卷),北京:科学出版社,2006,pp382-403.
[5]孙柄楠等. 9417号台风对温州民房破坏的调查.第七届全国结构风效应会议论文集,1995.
[6] Kolousak V. et al. Wind Effects on Civil Engineering Structures. ELSEVIER Press,1984.
[7] A.Kareen, T. Kijewski. 7th US National Conference on Wind Engineering: A Summary of Papers. J.Wind Eng.Ind.Aerodyn, 1996, 13: 81-129.
[8]何庆丰等. 9914#台风对建筑工程破坏情况的分析.福建建设科技, 2001, 13(1):1-2.
[9]范学伟,徐国彬,黄雨.工程结构的风灾破坏和抗风设计.中国安全科学学报, 2001, 10(3): 36-39.
[10] G.S. Ramaswamy. Review of recent trends in the planning, analysis, design and construction of space frame roofs for aircraft hangars. International Journal of Space Structures, 1999, 14(3): 159-166.
[11] Steven J., Luke W. P. Howson. Modern aircraft hangars: A review of the design trends. Structural Engineer, 2002, 80(15): 23-30.
[12] Steven J., Luke W. P. Howson. Maintenance hangars for the next generation of larger aircraft. Structural Engineer, 2003, 81(1): 29-32
[13]沈顺高.大跨度机库方案的概念设计与动力性能研究[博士学位论文].北京:清华大学,2002.
[14]刘树屯,关亿卢.首都机场306m×90m飞机库屋盖设计与施工.建筑结构学报, 1997, 18(3): 47-55.
[15]朱丹,裴永忠,赵天佑.广州新白云机场GAMECO飞机维修机库屋盖结构设计.工业建筑,2005,35(12):80-83.
[16]刘树屯.广州白云机场80m机库高低跨整体网架.建筑结构学报,1988,(4): 23-27
[17]朱丹,裴永忠,徐瑞等.北京A380机库大跨度结构设计研究.土木工程学报,2008,41(2):1-8
[18]丁芸孙,朱坊云等.厦门太古飞机维修基地154m跨机库网架的设计特点.空间结构,1996, 2(1): 30-36
[19]裴永忠,赵天佑,朱丹.门式刚架钢结构在机库中的应用.建筑结构,2004, 34(11): 56-60
[20]刘树屯,朱丹,裴永忠等.海南美兰机场维修机库屋盖方案的研究.第八届空间结构学术会议论文集,北京,1997,pp 406-410
[21] Cook N. J. Wind-tunnel Simulation of the Adiabatic Atmospheric Boundary Layer by Roughness, Barrier and Mixing-device Methods. J.Wind Eng.Ind.Aerodyn, 1987, 3: 249-261
[22] Cermark J.M. Wind-tunnel test development and trends in applications to civil engineering. J.Wind Eng.Ind.Aerodyn, 2003, 91: 355-370
[23]庞加斌,林志兴.大气边界层风洞模拟技术的现状和发展.第十一届全国风工程学术论文集,2003:79-86
[24] Stathopoulos T. Computational wind engineering: Past achievements and future challenges. J. Wind Eng. Indus. Aerodyn, 2000, 67&68:509-532
[25] T. Tamura. Reliability on CFD Estimation for Wind-Structure Interaction Problems. Journal of Wind Engineering and Industrial Aerodynamics, 2006, 81:117-143
[26] J.D.Ginger, C.W. Letchford. Characteristics of large pressures in regions of flow separation. J. Wind Eng. Ind. Aerodyn. 1993, 49:301-310
[27] Uematsu Y., Yamada M., moue A., Hongo T., Wind-induced dynamic response and resultant load estimation for a flat long-span roof, J. Wind Eng. Ind. Aerodyn., 1996, 66:227-248.
[28]楼文娟,李本悦,陆锋.大跨度屋面风压分布拟合公式及风荷载取值.同济大学学报,2002,5:588-593
[29] H.W. Tieleman, D. Surry, J.X. Lin. Characteristics of mean and fluctuating pressure coefficients under corner (delta wing) vortices. Journal of Wind Engineering and Industrial Aerodynamics, 1994, 52:263-275
[30] J.X. Lin, D. Surry, H.W. Tieleman. The distribution of pressure near roof corners of flat roof low buildings. J. Wind End. Ind. Aerodyn. 1995, 56:235-265
[31]陆锋.大跨度平屋面的风振响应及风振系数[博士学位论文].杭州:浙江大学, 2002
[32]孙瑛.大跨屋盖结构风荷载特性研究[博士学位论文].哈尔滨:哈尔滨工业大学, 2007
[33] Uematsu Y., Watnanbe K., Sasaki A., Yamada M., Hongo T, Wind-induced dynamic response and resultant load estimation of a circular flat roof, Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83:251-261.
[34] Uematsu Y., T. Moteki, Model of wind pressure field on circular flat roofs and its application to load estimation. 5th International Colloquium on Bluff Aerodynamics and Applications, July 11-15, 2004, Ottawa, Canada:449-452
[35] Homes, J.D. Wind pressures on tropical housing. Journal of Wind Engineering and Industrial Aerodynamics, 1994, 53: 135-155
[36] Uematsu Y, Kuribara O.,Yamada M.,Sasaki A.,Hongo T. Wind-induced dynamic behavior and its load estimation of a single-layer latticed dome with a long span, Journal of Wind Engineering and Industrial Aerodynamics, 2001, 89:1671-1687
[37]周晅毅,大跨度屋盖结构风荷载及风致响应研究[博士学位论文].上海:同济大学, 2004
[38] Yong Zhong Pei,Dan Zhu. Static and Dynamic Analysis for Roof Structure of Cameroon National Gymnasium,IASS-APCE 2006 Beijing
[39] T.Stathopoulos.H.Luchian. Wind-induced forces on eaves of low buildings. J.Wind Eng.Ind.Aerodyn, 1998, 52(13): 249-261
[40] H.J.Gerhardt and C.Kramer, Effect of building geometry on roof wind loading. J.Wind Eng.Ind.Aerdym, 1992, 41 (23): 33-65
[41] A.Baskaran and T.Stathopoulos, Roof corners wind loads and parapet configurations. J.Wind.Eng.Ind.Aerodyn, 1998, 29: 79-88
[42] R.J.Kind, Worst suctions near edges of flat rooftops with parapets. J.Wind Eng. Ind. Aerodyn. 1988, 31: 251-264.
[43]魏庆鼎.透风女儿墙对尖屋顶风荷载的影响.气动试验与测量控制, 1992,6(1):25-33
[44] J.D.Ginger, C.W.Letchford. Net pressures on a low-rise full-scale building. J. Wind Eng. Ind. Aerodyn. 1999, 83:239-250.
[45] A.R.Woods, P.A.Blackmore, The effect of dominat openings and porosity on internal pressures. J. Wind Eng. Ind. Aerodyn. 1995, 57:167-177.
[46] Homes.J.D., Mean and fluctuating internal pressures induced by wind, Proc of 50th Int. Conf. On Wind Eng. , Colorado USA, 1979, 1:435-450
[47] B.J.Vickery. Gust factors for internal pressures in low-rise buildings. J.Wind Eng. Ind. Aerodyn. 1986, 23:259-271.
[48] J.D.Ginger, K.C.Mehta, B.B.Yeatts, Internal pressures in a low-rise full-scale building, J. Wind Eng. Ind. Aerodyn. 1997, 72:163-174.
[49] BSI, Loading for buildings, Part 2.Code of practice for wind loads(BS6399:Part 2:1997)
[50]中华人民共和国建设部.建筑结构荷载规范(GB50009-2001)(2006版).北京:中国建筑工业出版社,2006
[51] ANSI/ASCE7-93. Minimum Design Loads for Buildings and Other Structures
[52] AS/NZS 1170.2:2002. Structural design actions Part 2: Wind actions
[53] AIJ Recommendations for Loads on Buildings(English Version), Architectural Institute of Japan, 2004
[54] E. Simiu, R.H. Scanlan著,刘尚培,项海帆,谢霁明译.风对结构的作用.上海:同济大学出版社, 1992
[55]张相庭.结构风压与风振计算.上海:同济大学出版社, 1985.
[56]黄本才.结构抗风分析原理及应用.上海:同济大学出版社, 2001.
[57]王修琼,崔剑峰. Davenport谱中系数K的计算公式及其工程应用.同济大学学报,2002,30(7):849-852
[58]陈贤川.大跨度屋盖结构风致响应和等效风荷载的理论研究及应用[博士学位论文].杭州:浙江大学,2005.
[59]贺德馨等.风工程与工业空气动力学.北京:国防工业出版社,2006
[60]洪小健,顾明.顺风向等效风荷载及响应.建筑结构,2004,34(7):39-43
[61] Davenport A G. Gust loading of factors. Structure Division ASCE, 1967, 19(5): 449-472
[62] Nakamura O., Tamura Y., Miyashita K., et al. A case study of wind pressure and wind-induced vibration of a large span open-type roof. Journal of Wind Engineering and industrial Aerodynamics, 1994, 52: 237-248.
[63] Nakayama M., Sasaki Y, Masuda K., et al. An efficient method for selection of vibration modes contributory to wind response on dome-like roofs. Journal of Wind Engineering and industrial Aerodynamics, 1998, 73: 31-43.
[64]陆锋,楼文娟,孙炳楠.大跨度平屋面的风振响应及风振系数.工程力学, 2002, 4(1): 56-61
[65]杨庆山.悬挂结构风振系数计算.哈尔滨建筑大学学报, 1995, 28(6):33-39
[66]楼文娟,庞振钱,孙炳楠,模态力法确定大跨度屋盖风振响应及风振系数.第六届全国风工程及工业空气动力学学术会议论文集. 2002.
[67]胡继军,黄金枝,董石麟等.网壳风振随机响应有限元法分析.上海交通大学学报,2000, 34(8):1053-1056.
[68]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.振动与冲击,2001, 20: 22-25.
[69]黄明开,倪振华,谢壮宁.里兹向量直接叠加法在圆拱顶屋盖风致响应分析中的应用.第十一届全国结构风工程学术会议论文集, 2003.
[70]何艳丽,董石麟,龚景海.大跨空间网格结构风振系数探讨.空间结构, 2001, 6(4): 26-31
[71]王国砚,黄本才等,基于CQC方法的大跨屋盖结构随机风振响应计算.空间结构, 2003, 9(4): 22-26
[72]邓华,李本悦,空间网格结构风振计算频域法的参数讨论及数值分析,空间结构, 2004, 10(4): 36-43
[73]王之宏.风荷载的模拟研究.建筑结构学报, 1994, 1(7): 18-25
[74]李元齐,董石麟.大跨度空间结构风荷载模拟技术研究及程序编制.空间结构,2001, 9: 3-11
[75]边建烽,魏德敏.大跨空间结构风速时程的数值模拟理论.暨南大学学报(自然科学版), 2005, 26(1): 87-90
[76]王国砚.基于等效风振力的结构风振内力计算—关于我国规范中有关风荷载理论的分析.建筑结构, 2004, 24(7): 36-38
[77] Yin Zhou, Ming Gu, Haifan Xiang. Alongwind Static Equivalent Wind Loads and Response of Tall Buildings: Part I: Unfavorable Distributions of Static Equivalent Wind Loads. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 79:135-150
[78] Yin Zhou, Ming Gu, Haifan Xiang. Alongwind Static Equivalent Wind Loads and Response of Tall Buildings: Part II: Effects of Mode Shapes. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 79:151-158
[79] Kasperski M., Niemann H.J. The L.R.C. method- a general method of estimation unfavorable wind load distributions for linear and non-linear structures. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 41&44: 1753-1763
[80] Zhou Y, Kareem A, and Gu M. Gust loading factors for design applications. Wind Engineering into The 21st Century, 1999, 169-176
[81] Ahsan Kareem, Yin Zhou. Gust loading factor-past, present and future. Journal of Wind Engineering and Industrial Aerodynamics, 2003,9 1: 301-328
[82] Xinzhong Chen, Ahsan Kareem. Equivalent static wind loads for building response of bridges. Journal of Structural Engineering, ASCE, 2001, 127(12): 1467-1475
[83] J.D.Holmes. Effective Static Load Distributions in Wind Engineering. Journal of Wind Engineering Industrial Aerodynamics, 2002, 90: 91-109
[84] Yasushi Uematsu, Motohiko Yamada, Akinori Karasu. Design wind loads for structural frames of flat long-span roofs: gust loading factor for the beams supporting roofs. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 66: 35-50
[85] Yasushi Uematsu, Keisuke Watanabe, etc. Wind-induced dynamic response and resultant load estimation of a circular flat roof. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83: 251-261
[86] Yasushi Uematsu, Motohiko Yamada, etc. Wind loads and wind-induced dynamic behavior of a single-layer latticed dome with a long span. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 66: 227-248
[87] Yasushi Uematsu, Tsuyoshi Moteki, et al. Design wind loads for structural frames of rectangular flat roofs(in Japanese). AIJ J. Technol. Des., 2003, 17: 71-76
[88] Xinzhong Chen, Nan Zhou. Equivalent Static Wind Loads on low-rise buildings based on full-scale pressure measurements. Engineering Structures, 2007, 29: 2563-2575
[89] Letchford C.W., Iverson R.E., McDonald J.R, The application of the quasi-steady theory to full scale measurements on the Texas Tech building , Journal of Wind Engineering and Industrial Aerodynamics, 1993, 48:111-132.
[90] J.X. Lin, D. Surry. The variation of peak loads with tributary area near corners on flat low building roofs. J. Wind End. Ind. Aerodyn. 1998, 77&78:185-196.
[91]沈国辉.大跨度屋盖结构的抗风研究—屋盖结构的表面风压、风致响应和等效风荷载研究[浙江大学博士学位论文].浙江:浙江大学, 2004.
[92]陈波.大跨屋盖结构等效静风荷载精细化理论研究[博士学位论文].哈尔滨:哈尔滨工业大学, 2006.
[93]李方慧,倪振华,沈世钊.大跨屋盖结构等效静风荷载研究.工程力学,2007, 24(7):104-108.
[94]武岳,陈波,沈世钊.大跨度屋盖结构等效静风荷载研究.建筑科学与工程学报,2005, 22(4):27-31.
[95]杨庆山,沈世钊.悬索结构随机风振反应分析.建筑结构学报, 1998, 19(4): 29-39.
[96]吴太成,陈钦豪.大型屋面风压风洞试验研究.第八届全国结构风效应会议论文集, 1995.
[97]厦门机库模型风载测量报告.北京:航天工业部第七O一所,1994.
[98]广州新白云国际机场机库风洞动态测压试验试验报告.广州:广东省建筑科学研究院, 2002.
[99] A380机库工程风荷载风洞试验研究报告.北京:北京大学力学与工程科学系, 2005.
[100] M.Kazakevitch, The aerodynamics of a hangar membrane roof, J.Wind Eng.Ind.Aerdym, 1998, 77&78: 157-169
[101] J.G.. Zhao, K.M. Lam, Characteristice of wind pressures on large cantilevered roofs: effect of roof inclination, J.Wind Eng.Ind.Aerdym, 2002, 90: 1867-1880
[102] Meecham D., Surry D., Davenport A.C, The magnitude and distribution of wind-induced pressure on hip and gable roofs , Journal of Wind Engineering and Industrial Aerodynamics, 1991, 38:257-272.
[103] Kawai H., Local peak pressure and conical vortex on building, Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90:251-263.
[104]裴永忠,寇岩滔,朱丹等.北京A380机库风洞试验及风振响应分析.土木工程学报,2008,41(2):22-28
[105]李勇,徐震等编著. MATLAB辅助现代工程数字信号处理.西安:西安电子科技大学出版社,2002
[106]顾明,杨伟,傅钦华.上海铁路南站屋盖结构平均风荷载的数值模拟.同济大学学报. 2004,32(2):141-146
[107]张毅刚,曹资.厦门太古飞机维修基地网架抗震分析.空间结构,1999,51(1):35-42.
[108]周青.广州新白云机场飞机维修库屋盖结构的受力分析与抗震性能研究[硕士学位论文].北京:中国航空工业规划设计研究院,2002.
[109]寇岩滔.大型机库屋盖结构风洞试验及风振响应分析[硕士学位论文].北京:中国航空工业规划设计研究院,2007.
[110] R.克拉夫,J.彭津,王光远等译校.结构动力学.北京:高等教育出版社,2006.
[111]项海帆等著.现代桥梁抗风理论与实践.北京:人民交通出版社,2005.
[112]吴瑾,夏逸鸣等编.土木工程结构抗风设计.北京:科学出版社,2007.
[113]沈世钊,徐崇宝等著.悬索结构设计.北京:中国建筑工业出版社,2006.
[114]张相庭编著.工程抗风设计计算手册.北京:中国建筑工业出版社,1998.
[115]庄表中,梁以德等编著.结构随机振动.北京:国防工业出版社,1995.
[116]曹志远编著.板壳振动理论.北京:中国铁道出版社,1989.
[117]张相庭.国内外风荷载规范的评估展望.同济大学学报,2002,30(5):539-543.
[118]黄本才,王国砚,林颖儒,徐晓明.体育场屋盖结构静动力荷载实用分析方法.空间结构, 2000, 6 (3): 33- 39
[119]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.建筑结构学报, 2006, 27(1): 9-15
[120]周晅毅,顾明.上海铁路南站屋盖结构风致抖振响应参数分析.同济大学学报(自然科学版), 2006, 34(5): 574-579.
[121]顾明,周晅毅.大跨度屋盖结构等效静力风荷载方法及应用.建筑结构学报28(11):125-129.
[122]卢旦.内致风压特性及其对建筑物作用的研究[博士学位论文].杭州:浙江大学, 2006
[123] T.C.E Ho, D. Surry, D. Morrish, G.A. Kopp, The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 1. Archiving format and basic aerodynamic data, Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93:1-30
[124] L.M. St. Pierre, G.A. Kopp, D. Surry, T.C.E Ho, The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 1. Comparison of data with wind load provisions, Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93:31-59
[125] Letchford C.W., Killers G.P., Equivalent static wind load for cantilevered grandstand roofs , Engineering Structures, 2002, 24:207-217
[126] Melbourne W.H. The response of large roofs to wind action. Journal of Wind Engineering and Industrial Aerodynamics, 1995, 54&55:325-335.
[127]刘晶波,杜修力.结构动力学.北京:机械工业出版社, 2005.
[128]朱瑞兆编著.风压计算的研究.北京:科学出版社,1976.
[129] J.D. Holmes, Wind loading of structures, Spon Press, London, 2001.
[130]黄韬颖.中美澳三国风荷载规范比较[硕士学位论文].北京:北京交通大学, 2006.
[131]陈基发.围护结构风荷载.建筑科学, 2000, 16 (6): 26- 31.
[132]裴永忠,朱丹,高撼.广州新白云国际机场机库风荷载体型系数研究.空间结构,2005,11(4): 54-58.
[133]金新阳.风荷载规范应用中的若干问题及设计建议.建筑结构(增刊),2006, 36(S1).
[134]陈焱,林祥明.福建多台风区极端风速估算.第四届全国风工程及工业空气动力学学术会议论文集,1994.
[135]杨杰,周必成.用超声波式风速风谱仪实测9810号台风.第九届全国结构风效应学术会议论文集,1999.
[136] B.J. Vickery. Gust factors for internal pressures in low-rise buildings. J.Wind Eng. Ind. Aerodyn. 1986, 23:259-271.
[137] J.D. Ginger. K.C.Mehta, B.B.Yeatts, Internal pressures in a low-rise full-scale building, J. Wind Eng. Ind. Aerodyn. 1997, 72:163-174.
[138] H.Lin and K.H.Phee. Helmholtz oscillation in building models, J.Wind Eng. Ind. Aerodyn. 1996, 24:95-115.
[139]余江滔,陈统丹,陈建喜等.设计中顺向风振与水平地震影响的比较,四川建筑科学,2005,31(5):94-98.
[140]钱稼茹,张薇敬,朱丹等.北京A380机库结构地震反映分析.土木工程学报,2008,41(2):9-16.
[141]中华人民共和国建设部.建筑抗震设计规范(GB50011-2001).北京:中国建筑工业出版社,2001.
[142]吴丽丽.建筑幕墙单层平面索网结构风振响应与抗风设计方法[博士学位论文].北京:清华大学,2006.
[143]王彬.大跨度空间结构风振和地震响应分析-程序编制和实用方法[硕士学位论文].杭州:浙江大学, 2007.
[144] Surry D., Lin J. X., The effect of surroundings and roof corner geometric modifications on roof pressures on low-rise buildings. J. Wind Eng. Ind. Aerodyn, 1997, 66:113-138
[145] Kasperski M.. Design wind loads for low-rise buildings: A critical review of wind load specifications for industrial buildings, Journal of Wind Engineering and Industrial Aerodynamics, 1996, 61: 169-179
[146]中华人民共和国行业标准.民用机场总体规划规范(MH5002-1999). 2000.
[2]董石麟,赵阳,周岱.我国空间钢结构发展中的新技术、新结构.土木工程学报, 1998, 31(6): 3-12.
[3]项海帆.结构风工程的现状与展望.振动工程学报, 1997, 10(3): 33-36.
[4]顾明.土木结构抗风研究进展及基础科学问题.建筑、环境与土木工程II(土木工程卷),北京:科学出版社,2006,pp382-403.
[5]孙柄楠等. 9417号台风对温州民房破坏的调查.第七届全国结构风效应会议论文集,1995.
[6] Kolousak V. et al. Wind Effects on Civil Engineering Structures. ELSEVIER Press,1984.
[7] A.Kareen, T. Kijewski. 7th US National Conference on Wind Engineering: A Summary of Papers. J.Wind Eng.Ind.Aerodyn, 1996, 13: 81-129.
[8]何庆丰等. 9914#台风对建筑工程破坏情况的分析.福建建设科技, 2001, 13(1):1-2.
[9]范学伟,徐国彬,黄雨.工程结构的风灾破坏和抗风设计.中国安全科学学报, 2001, 10(3): 36-39.
[10] G.S. Ramaswamy. Review of recent trends in the planning, analysis, design and construction of space frame roofs for aircraft hangars. International Journal of Space Structures, 1999, 14(3): 159-166.
[11] Steven J., Luke W. P. Howson. Modern aircraft hangars: A review of the design trends. Structural Engineer, 2002, 80(15): 23-30.
[12] Steven J., Luke W. P. Howson. Maintenance hangars for the next generation of larger aircraft. Structural Engineer, 2003, 81(1): 29-32
[13]沈顺高.大跨度机库方案的概念设计与动力性能研究[博士学位论文].北京:清华大学,2002.
[14]刘树屯,关亿卢.首都机场306m×90m飞机库屋盖设计与施工.建筑结构学报, 1997, 18(3): 47-55.
[15]朱丹,裴永忠,赵天佑.广州新白云机场GAMECO飞机维修机库屋盖结构设计.工业建筑,2005,35(12):80-83.
[16]刘树屯.广州白云机场80m机库高低跨整体网架.建筑结构学报,1988,(4): 23-27
[17]朱丹,裴永忠,徐瑞等.北京A380机库大跨度结构设计研究.土木工程学报,2008,41(2):1-8
[18]丁芸孙,朱坊云等.厦门太古飞机维修基地154m跨机库网架的设计特点.空间结构,1996, 2(1): 30-36
[19]裴永忠,赵天佑,朱丹.门式刚架钢结构在机库中的应用.建筑结构,2004, 34(11): 56-60
[20]刘树屯,朱丹,裴永忠等.海南美兰机场维修机库屋盖方案的研究.第八届空间结构学术会议论文集,北京,1997,pp 406-410
[21] Cook N. J. Wind-tunnel Simulation of the Adiabatic Atmospheric Boundary Layer by Roughness, Barrier and Mixing-device Methods. J.Wind Eng.Ind.Aerodyn, 1987, 3: 249-261
[22] Cermark J.M. Wind-tunnel test development and trends in applications to civil engineering. J.Wind Eng.Ind.Aerodyn, 2003, 91: 355-370
[23]庞加斌,林志兴.大气边界层风洞模拟技术的现状和发展.第十一届全国风工程学术论文集,2003:79-86
[24] Stathopoulos T. Computational wind engineering: Past achievements and future challenges. J. Wind Eng. Indus. Aerodyn, 2000, 67&68:509-532
[25] T. Tamura. Reliability on CFD Estimation for Wind-Structure Interaction Problems. Journal of Wind Engineering and Industrial Aerodynamics, 2006, 81:117-143
[26] J.D.Ginger, C.W. Letchford. Characteristics of large pressures in regions of flow separation. J. Wind Eng. Ind. Aerodyn. 1993, 49:301-310
[27] Uematsu Y., Yamada M., moue A., Hongo T., Wind-induced dynamic response and resultant load estimation for a flat long-span roof, J. Wind Eng. Ind. Aerodyn., 1996, 66:227-248.
[28]楼文娟,李本悦,陆锋.大跨度屋面风压分布拟合公式及风荷载取值.同济大学学报,2002,5:588-593
[29] H.W. Tieleman, D. Surry, J.X. Lin. Characteristics of mean and fluctuating pressure coefficients under corner (delta wing) vortices. Journal of Wind Engineering and Industrial Aerodynamics, 1994, 52:263-275
[30] J.X. Lin, D. Surry, H.W. Tieleman. The distribution of pressure near roof corners of flat roof low buildings. J. Wind End. Ind. Aerodyn. 1995, 56:235-265
[31]陆锋.大跨度平屋面的风振响应及风振系数[博士学位论文].杭州:浙江大学, 2002
[32]孙瑛.大跨屋盖结构风荷载特性研究[博士学位论文].哈尔滨:哈尔滨工业大学, 2007
[33] Uematsu Y., Watnanbe K., Sasaki A., Yamada M., Hongo T, Wind-induced dynamic response and resultant load estimation of a circular flat roof, Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83:251-261.
[34] Uematsu Y., T. Moteki, Model of wind pressure field on circular flat roofs and its application to load estimation. 5th International Colloquium on Bluff Aerodynamics and Applications, July 11-15, 2004, Ottawa, Canada:449-452
[35] Homes, J.D. Wind pressures on tropical housing. Journal of Wind Engineering and Industrial Aerodynamics, 1994, 53: 135-155
[36] Uematsu Y, Kuribara O.,Yamada M.,Sasaki A.,Hongo T. Wind-induced dynamic behavior and its load estimation of a single-layer latticed dome with a long span, Journal of Wind Engineering and Industrial Aerodynamics, 2001, 89:1671-1687
[37]周晅毅,大跨度屋盖结构风荷载及风致响应研究[博士学位论文].上海:同济大学, 2004
[38] Yong Zhong Pei,Dan Zhu. Static and Dynamic Analysis for Roof Structure of Cameroon National Gymnasium,IASS-APCE 2006 Beijing
[39] T.Stathopoulos.H.Luchian. Wind-induced forces on eaves of low buildings. J.Wind Eng.Ind.Aerodyn, 1998, 52(13): 249-261
[40] H.J.Gerhardt and C.Kramer, Effect of building geometry on roof wind loading. J.Wind Eng.Ind.Aerdym, 1992, 41 (23): 33-65
[41] A.Baskaran and T.Stathopoulos, Roof corners wind loads and parapet configurations. J.Wind.Eng.Ind.Aerodyn, 1998, 29: 79-88
[42] R.J.Kind, Worst suctions near edges of flat rooftops with parapets. J.Wind Eng. Ind. Aerodyn. 1988, 31: 251-264.
[43]魏庆鼎.透风女儿墙对尖屋顶风荷载的影响.气动试验与测量控制, 1992,6(1):25-33
[44] J.D.Ginger, C.W.Letchford. Net pressures on a low-rise full-scale building. J. Wind Eng. Ind. Aerodyn. 1999, 83:239-250.
[45] A.R.Woods, P.A.Blackmore, The effect of dominat openings and porosity on internal pressures. J. Wind Eng. Ind. Aerodyn. 1995, 57:167-177.
[46] Homes.J.D., Mean and fluctuating internal pressures induced by wind, Proc of 50th Int. Conf. On Wind Eng. , Colorado USA, 1979, 1:435-450
[47] B.J.Vickery. Gust factors for internal pressures in low-rise buildings. J.Wind Eng. Ind. Aerodyn. 1986, 23:259-271.
[48] J.D.Ginger, K.C.Mehta, B.B.Yeatts, Internal pressures in a low-rise full-scale building, J. Wind Eng. Ind. Aerodyn. 1997, 72:163-174.
[49] BSI, Loading for buildings, Part 2.Code of practice for wind loads(BS6399:Part 2:1997)
[50]中华人民共和国建设部.建筑结构荷载规范(GB50009-2001)(2006版).北京:中国建筑工业出版社,2006
[51] ANSI/ASCE7-93. Minimum Design Loads for Buildings and Other Structures
[52] AS/NZS 1170.2:2002. Structural design actions Part 2: Wind actions
[53] AIJ Recommendations for Loads on Buildings(English Version), Architectural Institute of Japan, 2004
[54] E. Simiu, R.H. Scanlan著,刘尚培,项海帆,谢霁明译.风对结构的作用.上海:同济大学出版社, 1992
[55]张相庭.结构风压与风振计算.上海:同济大学出版社, 1985.
[56]黄本才.结构抗风分析原理及应用.上海:同济大学出版社, 2001.
[57]王修琼,崔剑峰. Davenport谱中系数K的计算公式及其工程应用.同济大学学报,2002,30(7):849-852
[58]陈贤川.大跨度屋盖结构风致响应和等效风荷载的理论研究及应用[博士学位论文].杭州:浙江大学,2005.
[59]贺德馨等.风工程与工业空气动力学.北京:国防工业出版社,2006
[60]洪小健,顾明.顺风向等效风荷载及响应.建筑结构,2004,34(7):39-43
[61] Davenport A G. Gust loading of factors. Structure Division ASCE, 1967, 19(5): 449-472
[62] Nakamura O., Tamura Y., Miyashita K., et al. A case study of wind pressure and wind-induced vibration of a large span open-type roof. Journal of Wind Engineering and industrial Aerodynamics, 1994, 52: 237-248.
[63] Nakayama M., Sasaki Y, Masuda K., et al. An efficient method for selection of vibration modes contributory to wind response on dome-like roofs. Journal of Wind Engineering and industrial Aerodynamics, 1998, 73: 31-43.
[64]陆锋,楼文娟,孙炳楠.大跨度平屋面的风振响应及风振系数.工程力学, 2002, 4(1): 56-61
[65]杨庆山.悬挂结构风振系数计算.哈尔滨建筑大学学报, 1995, 28(6):33-39
[66]楼文娟,庞振钱,孙炳楠,模态力法确定大跨度屋盖风振响应及风振系数.第六届全国风工程及工业空气动力学学术会议论文集. 2002.
[67]胡继军,黄金枝,董石麟等.网壳风振随机响应有限元法分析.上海交通大学学报,2000, 34(8):1053-1056.
[68]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.振动与冲击,2001, 20: 22-25.
[69]黄明开,倪振华,谢壮宁.里兹向量直接叠加法在圆拱顶屋盖风致响应分析中的应用.第十一届全国结构风工程学术会议论文集, 2003.
[70]何艳丽,董石麟,龚景海.大跨空间网格结构风振系数探讨.空间结构, 2001, 6(4): 26-31
[71]王国砚,黄本才等,基于CQC方法的大跨屋盖结构随机风振响应计算.空间结构, 2003, 9(4): 22-26
[72]邓华,李本悦,空间网格结构风振计算频域法的参数讨论及数值分析,空间结构, 2004, 10(4): 36-43
[73]王之宏.风荷载的模拟研究.建筑结构学报, 1994, 1(7): 18-25
[74]李元齐,董石麟.大跨度空间结构风荷载模拟技术研究及程序编制.空间结构,2001, 9: 3-11
[75]边建烽,魏德敏.大跨空间结构风速时程的数值模拟理论.暨南大学学报(自然科学版), 2005, 26(1): 87-90
[76]王国砚.基于等效风振力的结构风振内力计算—关于我国规范中有关风荷载理论的分析.建筑结构, 2004, 24(7): 36-38
[77] Yin Zhou, Ming Gu, Haifan Xiang. Alongwind Static Equivalent Wind Loads and Response of Tall Buildings: Part I: Unfavorable Distributions of Static Equivalent Wind Loads. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 79:135-150
[78] Yin Zhou, Ming Gu, Haifan Xiang. Alongwind Static Equivalent Wind Loads and Response of Tall Buildings: Part II: Effects of Mode Shapes. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 79:151-158
[79] Kasperski M., Niemann H.J. The L.R.C. method- a general method of estimation unfavorable wind load distributions for linear and non-linear structures. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 41&44: 1753-1763
[80] Zhou Y, Kareem A, and Gu M. Gust loading factors for design applications. Wind Engineering into The 21st Century, 1999, 169-176
[81] Ahsan Kareem, Yin Zhou. Gust loading factor-past, present and future. Journal of Wind Engineering and Industrial Aerodynamics, 2003,9 1: 301-328
[82] Xinzhong Chen, Ahsan Kareem. Equivalent static wind loads for building response of bridges. Journal of Structural Engineering, ASCE, 2001, 127(12): 1467-1475
[83] J.D.Holmes. Effective Static Load Distributions in Wind Engineering. Journal of Wind Engineering Industrial Aerodynamics, 2002, 90: 91-109
[84] Yasushi Uematsu, Motohiko Yamada, Akinori Karasu. Design wind loads for structural frames of flat long-span roofs: gust loading factor for the beams supporting roofs. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 66: 35-50
[85] Yasushi Uematsu, Keisuke Watanabe, etc. Wind-induced dynamic response and resultant load estimation of a circular flat roof. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83: 251-261
[86] Yasushi Uematsu, Motohiko Yamada, etc. Wind loads and wind-induced dynamic behavior of a single-layer latticed dome with a long span. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 66: 227-248
[87] Yasushi Uematsu, Tsuyoshi Moteki, et al. Design wind loads for structural frames of rectangular flat roofs(in Japanese). AIJ J. Technol. Des., 2003, 17: 71-76
[88] Xinzhong Chen, Nan Zhou. Equivalent Static Wind Loads on low-rise buildings based on full-scale pressure measurements. Engineering Structures, 2007, 29: 2563-2575
[89] Letchford C.W., Iverson R.E., McDonald J.R, The application of the quasi-steady theory to full scale measurements on the Texas Tech building , Journal of Wind Engineering and Industrial Aerodynamics, 1993, 48:111-132.
[90] J.X. Lin, D. Surry. The variation of peak loads with tributary area near corners on flat low building roofs. J. Wind End. Ind. Aerodyn. 1998, 77&78:185-196.
[91]沈国辉.大跨度屋盖结构的抗风研究—屋盖结构的表面风压、风致响应和等效风荷载研究[浙江大学博士学位论文].浙江:浙江大学, 2004.
[92]陈波.大跨屋盖结构等效静风荷载精细化理论研究[博士学位论文].哈尔滨:哈尔滨工业大学, 2006.
[93]李方慧,倪振华,沈世钊.大跨屋盖结构等效静风荷载研究.工程力学,2007, 24(7):104-108.
[94]武岳,陈波,沈世钊.大跨度屋盖结构等效静风荷载研究.建筑科学与工程学报,2005, 22(4):27-31.
[95]杨庆山,沈世钊.悬索结构随机风振反应分析.建筑结构学报, 1998, 19(4): 29-39.
[96]吴太成,陈钦豪.大型屋面风压风洞试验研究.第八届全国结构风效应会议论文集, 1995.
[97]厦门机库模型风载测量报告.北京:航天工业部第七O一所,1994.
[98]广州新白云国际机场机库风洞动态测压试验试验报告.广州:广东省建筑科学研究院, 2002.
[99] A380机库工程风荷载风洞试验研究报告.北京:北京大学力学与工程科学系, 2005.
[100] M.Kazakevitch, The aerodynamics of a hangar membrane roof, J.Wind Eng.Ind.Aerdym, 1998, 77&78: 157-169
[101] J.G.. Zhao, K.M. Lam, Characteristice of wind pressures on large cantilevered roofs: effect of roof inclination, J.Wind Eng.Ind.Aerdym, 2002, 90: 1867-1880
[102] Meecham D., Surry D., Davenport A.C, The magnitude and distribution of wind-induced pressure on hip and gable roofs , Journal of Wind Engineering and Industrial Aerodynamics, 1991, 38:257-272.
[103] Kawai H., Local peak pressure and conical vortex on building, Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90:251-263.
[104]裴永忠,寇岩滔,朱丹等.北京A380机库风洞试验及风振响应分析.土木工程学报,2008,41(2):22-28
[105]李勇,徐震等编著. MATLAB辅助现代工程数字信号处理.西安:西安电子科技大学出版社,2002
[106]顾明,杨伟,傅钦华.上海铁路南站屋盖结构平均风荷载的数值模拟.同济大学学报. 2004,32(2):141-146
[107]张毅刚,曹资.厦门太古飞机维修基地网架抗震分析.空间结构,1999,51(1):35-42.
[108]周青.广州新白云机场飞机维修库屋盖结构的受力分析与抗震性能研究[硕士学位论文].北京:中国航空工业规划设计研究院,2002.
[109]寇岩滔.大型机库屋盖结构风洞试验及风振响应分析[硕士学位论文].北京:中国航空工业规划设计研究院,2007.
[110] R.克拉夫,J.彭津,王光远等译校.结构动力学.北京:高等教育出版社,2006.
[111]项海帆等著.现代桥梁抗风理论与实践.北京:人民交通出版社,2005.
[112]吴瑾,夏逸鸣等编.土木工程结构抗风设计.北京:科学出版社,2007.
[113]沈世钊,徐崇宝等著.悬索结构设计.北京:中国建筑工业出版社,2006.
[114]张相庭编著.工程抗风设计计算手册.北京:中国建筑工业出版社,1998.
[115]庄表中,梁以德等编著.结构随机振动.北京:国防工业出版社,1995.
[116]曹志远编著.板壳振动理论.北京:中国铁道出版社,1989.
[117]张相庭.国内外风荷载规范的评估展望.同济大学学报,2002,30(5):539-543.
[118]黄本才,王国砚,林颖儒,徐晓明.体育场屋盖结构静动力荷载实用分析方法.空间结构, 2000, 6 (3): 33- 39
[119]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.建筑结构学报, 2006, 27(1): 9-15
[120]周晅毅,顾明.上海铁路南站屋盖结构风致抖振响应参数分析.同济大学学报(自然科学版), 2006, 34(5): 574-579.
[121]顾明,周晅毅.大跨度屋盖结构等效静力风荷载方法及应用.建筑结构学报28(11):125-129.
[122]卢旦.内致风压特性及其对建筑物作用的研究[博士学位论文].杭州:浙江大学, 2006
[123] T.C.E Ho, D. Surry, D. Morrish, G.A. Kopp, The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 1. Archiving format and basic aerodynamic data, Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93:1-30
[124] L.M. St. Pierre, G.A. Kopp, D. Surry, T.C.E Ho, The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 1. Comparison of data with wind load provisions, Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93:31-59
[125] Letchford C.W., Killers G.P., Equivalent static wind load for cantilevered grandstand roofs , Engineering Structures, 2002, 24:207-217
[126] Melbourne W.H. The response of large roofs to wind action. Journal of Wind Engineering and Industrial Aerodynamics, 1995, 54&55:325-335.
[127]刘晶波,杜修力.结构动力学.北京:机械工业出版社, 2005.
[128]朱瑞兆编著.风压计算的研究.北京:科学出版社,1976.
[129] J.D. Holmes, Wind loading of structures, Spon Press, London, 2001.
[130]黄韬颖.中美澳三国风荷载规范比较[硕士学位论文].北京:北京交通大学, 2006.
[131]陈基发.围护结构风荷载.建筑科学, 2000, 16 (6): 26- 31.
[132]裴永忠,朱丹,高撼.广州新白云国际机场机库风荷载体型系数研究.空间结构,2005,11(4): 54-58.
[133]金新阳.风荷载规范应用中的若干问题及设计建议.建筑结构(增刊),2006, 36(S1).
[134]陈焱,林祥明.福建多台风区极端风速估算.第四届全国风工程及工业空气动力学学术会议论文集,1994.
[135]杨杰,周必成.用超声波式风速风谱仪实测9810号台风.第九届全国结构风效应学术会议论文集,1999.
[136] B.J. Vickery. Gust factors for internal pressures in low-rise buildings. J.Wind Eng. Ind. Aerodyn. 1986, 23:259-271.
[137] J.D. Ginger. K.C.Mehta, B.B.Yeatts, Internal pressures in a low-rise full-scale building, J. Wind Eng. Ind. Aerodyn. 1997, 72:163-174.
[138] H.Lin and K.H.Phee. Helmholtz oscillation in building models, J.Wind Eng. Ind. Aerodyn. 1996, 24:95-115.
[139]余江滔,陈统丹,陈建喜等.设计中顺向风振与水平地震影响的比较,四川建筑科学,2005,31(5):94-98.
[140]钱稼茹,张薇敬,朱丹等.北京A380机库结构地震反映分析.土木工程学报,2008,41(2):9-16.
[141]中华人民共和国建设部.建筑抗震设计规范(GB50011-2001).北京:中国建筑工业出版社,2001.
[142]吴丽丽.建筑幕墙单层平面索网结构风振响应与抗风设计方法[博士学位论文].北京:清华大学,2006.
[143]王彬.大跨度空间结构风振和地震响应分析-程序编制和实用方法[硕士学位论文].杭州:浙江大学, 2007.
[144] Surry D., Lin J. X., The effect of surroundings and roof corner geometric modifications on roof pressures on low-rise buildings. J. Wind Eng. Ind. Aerodyn, 1997, 66:113-138
[145] Kasperski M.. Design wind loads for low-rise buildings: A critical review of wind load specifications for industrial buildings, Journal of Wind Engineering and Industrial Aerodynamics, 1996, 61: 169-179
[146]中华人民共和国行业标准.民用机场总体规划规范(MH5002-1999). 2000.