[1] JESSON M,STERLING M.A Simple Vortex Model of a Thunderstorm Downburst — A Parametric Evaluation[J].Journal of Wind Engineering and Industrial Aerodynamics,2018,174:1-9.
[2]瞿伟廉,吉柏锋.下击暴流的形成与扩散及其对输电线塔的灾害作用[M].北京:科学出版社,2013.
QU Wei-lian,JI Bai-feng.Formation and Diffusion of Downburst and Its Disaster Effect on Transmission Tower[M].Beijing:Science Press,2013.
[3]方智远,李正良,汪之松.下击暴流作用下不同深宽比的高层建筑风荷载[J].东南大学学报:自然科学版,2019,49(3):489-494.
FANG Zhi-yuan,LI Zheng-liang,WANG Zhi-song.Wind Loads of High-rise Buildings with Various Aspect Ratios in Downburst Wind[J].Journal of Southeast University:Natural Science Edition,2019,49(3):489-494.
[4]瞿伟廉,梁政平,王力争,等.下击暴流的特征及其对输电线塔风致倒塌的影响[J].地震工程与工程振动,2010,30(6):120-126.
QU Wei-lian,LIANG Zheng-ping,WANG Li-zheng,et al.Downburst's Characteristics and Its Effect on Wind-induced Collapse of Transmission Tower[J].Earthquake Engineering and Engineering Dynamics,2010,30(6):120-126.
[5]SHEHATA A Y,EL DAMATTY A A,SAVORY E.Finite Element Modeling of Transmission Line Under Downburst Wind Loading[J].Finite Elements in Analysis and Design,2005,42(1):71-89.
[6]SHEHATA A Y,EL DAMATTY A A.Behaviour of Guyed Transmission Line Structures Under Downburst Wind Loading[J].Wind and Structures,2007,10(3):249-268.
[7]LIN W E,SAVORY E,MCINTYRE R P,et al.The Response of an Overhead Electrical Power Transmission Line to Two Types of Wind Forcing[J].Journal of Wind Engineering and Industrial Aerodynamics,2012,100(1):58-69.
[8]ABD-ELAAL E,MILLS J E,MA X.Numerical Simulation of Downburst Wind Flow over Real Topography[J].Journal of Wind Engineering and Industrial Aerodynamics,2018,172:85-95.
[9]瞿伟廉,吉柏锋,王锦文.基于改进的OBV模型的下击暴流风荷载模拟[J].地震工程与工程振动,2009,29(1):146-152.
QU Wei-lian,JI Bai-feng,WANG Jin-wen.Numerical Simulation of Downburst Wind Loads Based on Modified OBV Model[J].Earthquake Engineering and Engineering Dynamics,2009,29(1):146-152.
[10]OSEGUERA R M,BOWLES R L.A Simple Analytic 3-dimensional Downburst Model Based on Boundary Layer Stagnation Flow[R].Washington DC:NASA,1988.
[11]VICROY D D.A Simple Analytic Axisymmetric Microburst Model for Downdraft Estimation[R].Washington DC:NASA,1991.
[12]HSU C S.On Dynamic Stability of Elastic Bodies with Prescribed Initial Conditions[J].International Journal of Engineering Science,1966,4(1):1-21.
[13]HSU C S.Stability of Shallow Arches Against Snap-through Under Timewise Step Loads[J].Journal of Applied Mechanics,1968,35(1):31-39.
[14]SIMITESES G J.Dynamic Snap-through Buckling of Low Arches and Shallow Spherical CAPS[D].Palo Alto:Stanford University,1965.
[15]韩 强.弹塑性系统的动力屈曲和分叉[M].北京:科学出版社,2000.
HAN Qiang.Dynamic Buckling and Bifurcation of Elastoplastic Systems[M].Beijing:Science Press,2000.
[16]李 杰,徐 军.结构动力稳定性判定新准则[J].同济大学学报:自然科学版,2015,43(7):965-971.
LI Jie,XU Jun.Novel Criterion for Identification of Dynamic Stability of Structures[J].Journal of Tongji University:Natural Science,2015,43(7):965-971.
[17]DL/T 5551—2018,架空输电线路荷载规范[S].
DL/T 5551—2018,Load Code for the Design of Overhead Transmission Line[S].
[18]CHEN L,LETCHFORD C W.A Deterministic-stochastic Hybrid Model of Downbursts and Its Impact on a Cantilevered Structure[J].Engineering Structures,2004,26(5):619-629.
[19]HOLMES J D,OLIVER S E.An Empirical Model of a Downburst[J].Engineering Structures,2000,22(9):1167-1172.
[20]KAIMAL J C,WYNGAARD J C,IZUMI Y,et al.Spectral Characteristics of Surface-layer Turbulence[J].Quarterly Journal of the Royal Meteorological Society,1972,98(417):563-589.
[21]吴帅帅.基于Abaqus的框架结构地震输入能量影响因素分析[D].郑州:郑州大学,2016.
WU Shuai-shuai.Analysis of Influencing Factors of Input Energy During Earthquake of RC Frame Structure based on Abaqus[D].Zhengzhou:Zhengzhou University,2016.
[1]张 宁,刘永健,李 慧.PBL加劲型矩形钢管混凝土轴压柱局部屈曲性能分析[J].建筑科学与工程学报,2017,34(02):95.
ZHANG Ning,LIU Yong-jian,LI Hui.Local Buckling Performance Analysis of Rectangular Concrete-filled Steel Tubular Axial Compression Column with PBL Stiffeners[J].Journal of Architecture and Civil Engineering,2017,34(06):95.