[1] LI Y Q.Discussion on dynamic coefficients for wind-resistant design in single-layer reticulated shells[J].Advances in Building Technology,2002,2:1123-1130.
[2]罗尧治,蔡朋程,孙 斌,等.国家体育场大跨度屋盖结构风场实测研究[J].振动与冲击,2012,31(3):64-68,78.
LUO Yaozhi,CAI Pengcheng,SUN Bin,et al.Field measurement of wind characteristics on roof of the national stadium[J].Journal of Vibration and Shock,2012,31(3):64-68,78.
[3]LI Y Q,TAMURA Y.Nonlinear dynamic analysis for large-span single-layer reticulated shells subjected to wind loading[J].Wind and Structures,2005,8(1):35-48.
[4]孙 瑛,武 岳,林志兴,等.大跨屋盖结构风压脉动的非高斯特性[J].土木工程学报,2007,40(4):1-5,12.
SUN Ying,WU Yue,LIN Zhixing,et al.Non-gaussian features of fluctuating wind pressures on long span roofs[J].China Civil Engineering Journal,2007,40(4):1-5,12.
[5]林拥军,宋长江,罗 楠,等.大跨度单层网壳结构风洞试验研究[J].工业建筑,2013,43(7):130-134.
LIN Yongjun,SONG Changjiang,LUO Nan,et al.Study on wind tunnel test of large-span single-layer reticulated shell structure[J].Industrial Construction,2013,43(7):130-134.
[6]聂燕松.大跨屋盖结构分区设计风荷载研究[D].哈尔滨:哈尔滨工业大学,2018.
NIE Yansong.Research on partition design wind load of large-span roof[D].Harbin:Harbin Institute of Technology,2018.
[7]JING X K,LI Y Q.Wind tunnel tests for wind pressure distribution on gable roof buildings[J].The Scientific World Journal,2013,2013:396936.
[8]张 建,杨 娜,杨 光,等.大尺度高低跨柱面屋盖的风压系数分区研究[J].建筑结构学报,2018,39(增1):23-28.
ZHANG Jian,YANG Na,YANG Guang,et al.A zoning method of wind pressure coefficients on a large-scale unequal-height cylindrical roof[J].Journal of Building Structures,2018,39(S1):23-28.
[9]杨 光.高低跨柱面屋盖结构的风荷载特性及风压分区研究[D].北京:北京交通大学,2019.
YANG Guang.Study of wind load characteristics and a zoning method of wind pressure on an unequal-height cylindrical roof[D].Beijing:Beijing Jiaotong University,2019.
[10]李丹煜,杨庆山,田玉基.基于K-means聚类的风压系数快速分区方法[J].工程力学,2014,31(12):164-172.
LI Danyu,YANG Qingshan,TIAN Yuji.A quick zoning method for wind pressure coefficients based on K-means clustering[J].Engineering Mechanics,2014,31(12):164-172.
[11]SUN X Y,YU R T,WU Y E.Investigation on wind tunnel experiments of ridge-valley tensile membrane structures[J].Engineering Structures,2019,187:280-298.
[12]楼文娟,李本悦,陆 峰.大跨度屋面风压分布拟合公式及风荷载取值[J].同济大学学报(自然科学版),2002,30(5):588-593.
LOU Wenjuan,LI Benyue,LU Feng.Fitting formula to wind pressure distribution on long-span roofs and wind load suggestion[J].Journal of Tongji University(Natural Science),2002,30(5):588-593.
[13]董 欣,叶继红.锥形涡及其诱导下的马鞍屋盖表面风荷载[J].振动与冲击,2010,29(10):61-70,250.
DONG Xin,YE Jihong.Conical vortex and its induced wind load on a saddle roof[J].Journal of Vibration and Shock,2010,29(10):61-70,250.
[14]董 欣,叶继红.马鞍屋盖表面面积平均风压特性研究[J].振动与冲击,2011,30(7):21-30,62.
DONG Xin,YE Jihong.Area-averaged wind pressure on a saddle roof[J].Journal of Vibration and Shock,2011,30(7):21-30,62.
[15]李丹煜,杨庆山,田玉基.鞍形屋盖风压系数模糊聚类分区研究[J].振动与冲击,2015,34(5):193-198,206.
LI Danyu,YANG Qingshan,TIAN Yuji.Wind pressure zones on a saddle roof based on fuzzy C-means clustering[J].Journal of Vibration and Shock,2015,34(5):193-198,206.
[16]潘钧俊,李方慧,顾 明,等.不同风场开敞和封闭的鞍型屋盖平均风压特性[J].同济大学学报(自然科学版),2009,37(6):715-719.
PAN Junjun,LI Fanghui,GU Ming,et al.Mean wind pressure characteristics on saddle roof with or without enclosed wall under different terrain conditions[J].Journal of Tongji University(Natural Science),2009,37(6):715-719.
[17]顾 明,李方慧,潘钧俊,等.不同风场下开、闭鞍型屋盖脉动风压特性分析[J].同济大学学报(自然科学版),2010,38(7):969-975.
GU Ming,LI Fanghui,PAN Junjun,et al.Fluctuating wind pressure characteristics on saddle roof with and without enclosed wall under different terrain conditions[J].Journal of Tongji University(Natural Science),2010,38(7):969-975.
[18]RODRIGUEZ A,LAIO A.Clustering by fast search and find of density peaks[J].Science,2014,344:1492-1496.
[19]HALKIDI M,VAZIRGIANNIS M,BATISTAKIS Y.Quality scheme assessment in the clustering process[M].Heidelberg:Springer,2000.
[20]林拥军,林池锬,周 祎,等.表面有螺旋装饰条的大跨贝壳形屋盖风荷载特性[J].西南交通大学学报,2021,56(2):261-271.
LIN Yongjun,LIN Chitan,ZHOU Yi,et al.Wind load characteristics of large-span shell-shaped roof with decorative spiral strips[J].Journal of Southwest Jiaotong University,2021,56(2):261-271.
[21]白 桦,回城玉,刘健新.紊流风特性参数对矩形结构表面平均风荷载的影响[J].建筑科学与工程学报,2017,34(6):77-84.
BAI Hua,HUI Chengyu,LIU Jianxin.Effects of turbulence parameters on surface average wind load of rectangular structure[J].Journal of Architecture and Civil Engineering,2017,34(6):77-84.