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·1036· 北京科技大学学报 第33卷 参考文献 [6]Zhang X T.Wind Load Theory and Wind-Resistant Reckoner in [Shen SZ,Xu C B,Zhao C,et al.Design of Cable Structures. Structure Engineering.Shanghai:Tongji University Press,1990 Beijing:China Architecture Building Press 1997 (张相庭.工程结构风荷载理论和抗风计算手册.上海:同济 (沈世钊,徐崇宝,赵臣,等.悬索结构设计.北京:中国建筑工 大学出版社,1990) 业出版社,1997) 7]Huang P,Shi ZC,Chen W,et al.Simulation method and measur- Zhang Z J.Study on Wind-nduced Dynamic Response and Wind ing technology of atmospheric boundary layer.I Tongji Unir, Load Factor for Long-Span Flat Roof Structures [Dissertation]. 2001,29(1):39 Shanghai:Tongji University,2008 (黄鹏,施宗城,陈伟,等.大气边界层风场模拟及测试技术的 (张增军.大跨屋面结构的风振响应和风振系数的研究[学位 研究.同济大学学报,2001,29(1):39) 论文].上海:同济大学,2008) Fang J S.Study on Wind Load Characteristics and Wind-resistant B3]Deng X W,Shi Y J.Wang Y Q,et al.Wind vibration analysis on Design Methods of Irregular Shape Long-pan Roofs [Disserta- the large-span curtain wall.J Chongging Jianzhu Univ,2006,28 tion].Shanghai:Tongji University,2007 (3):26 (方江生.复杂大跨度屋盖结构的风荷载特性及抗风设计研 (邓晓蔚,石永久,王元清,等.大跨度幕墙体系的风振分析 究[学位论文].上海:同济大学,2007) 重庆建筑大学学报,2006,28(3):26) [9]Simiu E.Scanlan R H.Wind Effects on Structures:an Introduction Gu M,Zhou X Y.Equivalent static wind loads of large-span roof to Wind Engineering.New York:Wiley,1978 structures.J Build Struct,2007,28 (1)125 [10]Letchford C W,Sandri P,Levitan M L,et al.Frequency re- (顾明,周晅毅。大跨度屋盖结构等效静力风荷载方法及应 sponse requirements for fluctuating wind pressure measurements. 用.建筑结构学报.2007,28(1):125) J Wind Eng Ind Aerodyn,1992,40:263 5]Pei Y Z,Kou Y T,Zhu D,et al.Wind tunnel test and wind-in- [11]Shi B Q,Ni Z H,Xie Z N,et al.An experimental study on duced dynamic analysis of Beijing A380 hangar.China Cir Eng J, wind pressure characteristics.J Shantou Univ Nat Sci,2001,16 2008,41(2):22 (1):78 (裴永忠,寇岩滔,朱丹,等.北京A380机库风洞试验及风振 (石碧青,倪振华,谢壮宁,等.网壳风压分布特性试验研究. 响应分析.土木工程学报,2008,41(2):22) 汕头大学学报:自然科学版,2001,16(1):78)北 京 科 技 大 学 学 报 第 33 卷 参 考 文 献 [1] Shen S Z,Xu C B,Zhao C,et al. Design of Cable Structures. Beijing: China Architecture & Building Press 1997 ( 沈世钊,徐崇宝,赵臣,等. 悬索结构设计. 北京: 中国建筑工 业出版社,1997) [2] Zhang Z J. Study on Wind-Induced Dynamic Response and Wind Load Factor for Long-Span Flat Roof Structures[Dissertation]. Shanghai: Tongji University,2008 ( 张增军. 大跨屋面结构的风振响应和风振系数的研究[学位 论文]. 上海: 同济大学,2008) [3] Deng X W,Shi Y J,Wang Y Q,et al. Wind vibration analysis on the large-span curtain wall. J Chongqing Jianzhu Univ,2006,28 ( 3) : 26 ( 邓晓蔚,石永久,王元清,等. 大跨度幕墙体系的风振分析. 重庆建筑大学学报,2006,28( 3) : 26) [4] Gu M,Zhou X Y. Equivalent static wind loads of large-span roof structures. J Build Struct,2007,28( 1) : 125 ( 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. 2007,28( 1) : 125) [5] Pei Y Z,Kou Y T,Zhu D,et al. Wind tunnel test and wind-in￾duced dynamic analysis of Beijing A380 hangar. China Civ Eng J, 2008,41( 2) : 22 ( 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) [6] Zhang X T. Wind Load Theory and Wind-Resistant Reckoner in Structure Engineering. Shanghai: Tongji University Press,1990 ( 张相庭. 工程结构风荷载理论和抗风计算手册. 上海: 同济 大学出版社,1990) [7] Huang P,Shi Z C,Chen W,et al. Simulation method and measur￾ing technology of atmospheric boundary layer. J Tongji Univ, 2001,29( 1) : 39 ( 黄鹏,施宗城,陈伟,等. 大气边界层风场模拟及测试技术的 研究. 同济大学学报,2001,29( 1) : 39) [8] Fang J S. Study on Wind Load Characteristics and Wind-resistant Design Methods of Irregular Shape Long-span Roofs [Disserta￾tion]. Shanghai: Tongji University,2007 ( 方江生. 复杂大跨度屋盖结构的风荷载特性及抗风设计研 究[学位论文]. 上海: 同济大学,2007) [9] Simiu E,Scanlan R H. Wind Effects on Structures: an Introduction to Wind Engineering. New York: Wiley,1978 [10] Letchford C W,Sandri P,Levitan M L,et al. Frequency re￾sponse requirements for fluctuating wind pressure measurements. J Wind Eng Ind Aerodyn,1992,40: 263 [11] Shi B Q,Ni Z H,Xie Z N,et al. An experimental study on wind pressure characteristics. J Shantou Univ Nat Sci,2001,16 ( 1) : 78 ( 石碧青,倪振华,谢壮宁,等. 网壳风压分布特性试验研究. 汕头大学学报: 自然科学版,2001,16( 1) : 78) ·1036·
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