| [1] | European Standard EN1991-1-4，actions on structures[S]．Brussels：European Committee for Standardization，2004．
|
| [2] | Architectural Institute of Japan．AIJ recommendations for loads on buildings[R]．Tokyo：Architectural Institute of Japan，2004．
|
| [3] | AS/NZS．Australian/New Zealand standard[R]．Sydney：AS/NZS，2002．
|
| [4] | DeBray B G．Atmospheric shear flows over ramps and escarpments[J]．Journal of Wind Engineering and Industrial Aerodynamics，1973(9)：1-4．
|
| [5] | Bowen A J，Lindley D A．Wind-tunnel investigation of the wind speed and turbulence characteristics close to the ground over various escarpment shapes[J]．Boundary Layer Meteorological，1977(12)：259-271．
|
| [6] | Jackson P S，Hunt J C R．Turbulent flow over a low hill[J]．Journal of Royal Meteorological，1975(101)：929-955．
|
| [7] | Jackson P S．A theory for flow over escarpments[C]//Proceedings of the Fourth International Conference on Wind Effects on Buildings and Structures，London，UK，1976：33-40．
|
| [8] | Mason P J，Sykes R I．Flow over an isolated hill of moderate slope[J]．Journal of Royal Meteorological，1979(105)：383-395．
|
| [9] | Taylor P A，Mason P J，Bradley E F．Boundary-layer flow over low hills：a review[J]．Boundary Layer Meteorological，1987(39)：107-132．
|
| [10] | Cao Shuyang，Tetsuro T．Experimental study on roughness effects on turbulent boundary layer flow over a two-dimensional steep hill[J]．Journal of Wind Engineering and Industrial Aerodynamics，2006(94)：1-19．
|
| [11] | Cao Shuyang，Tamura T．Effects of roughness blocks on atmospheric boundary layer flow over a two-dimensional low hill with/without sudden roughness change[J]．Journal of Wind Engineering and Industrial Aerodynamics，2007(95)：679-695．
|
| [12] | Takeo T，Shinsuke K，Shuzo M，et al．Wind tunnel tests of effects of atmospheric stability on turbulent flow over a three-dimensional hill[J]．Journal of Wind Engineering and Industrial Aerodynamics，2005(93)：155-169．
|
| [13] | 张志田，李春光，陈政清．山区峡谷地带大跨度桥梁风场特性试验研究[C]//第十三届全国结构风工程学术会议论文集，大连，2007：502-509．
|
| [14] | 胡峰强，陈艾荣，王达磊．山区桥梁桥址风环境试验研究[J]．同济大学学报：自然科学版，2006，34(6)：721-725．
|
| [15] | Hu Fengqiang，Chen Airong，Wang Dalei．Experimental study of wind field in bridge site located in mountainous area[J]．Journal of Tongji University：Natural Science，2006，34(6)：721-725(in Chinese)．
|
| [16] | 李元齐，刘振军，夏季，等．某高层建筑考虑地形影响的风荷载增大系数取值分析[J]．建筑结构，2008，38(7)：120-124．
|
| [17] | Li Yuanqi，Liu Zhenjun，Xia Ji，et al．Speed-up ratio estimation of wind load for a practical tall building considering topographical effect[J]．Building Structure，2008，38(7)：120-124(in Chinese)．
|
| [18] | 李正良，肖正直，韩枫，等．1000kV汉江大跨越特高压输电塔线体系气动弹性模型的设计与风洞试验[J]．电网技术，2008，32(12)：1-5．
|
| [19] | Li Zhengliang，Xiao Zhengzhi，Han Feng，et al．Aeroelastic model design and wind tunnel tests of 1000 kV Hanjiang long span transmission line system[J]．Power System Technology，2008，32(12)：1-5(in Chinese)．
|
| [20] | 汪之松，李正良，肖正直，等．1000KV双回路特高压输电塔等效静风荷载研究[J]．电网技术，2009，33(14)：6-12．
|
| [21] | Wang Zhisong，Li Zhengliang，Xiao Zhengzhi，et al．Equivalent along-wind direction static wind load of transmission tower for 1000 kV double circuit transmission lines on same tower[J]．Power System Technology，2009，33(14)：6-12(in Chinese)．
|
| [22] | GB50009—2001 建筑结构荷载规范[S]．北京：中国建筑工业出版社，2006．
|
| [23] | ANSI/ASCE．Minimum design loads for buildings and other structures[R]．New York：ASCE，2002．
|
| [24] | Canadian Commission on Building and Fire Codes．National building code of Canada (NBC)[R]．Ottawa：National Research Council of Canada，1995．
|
| [25] | International Standard ISO4354，Wind actions on structures [S]．Switzerland：International Organization for Standardization，2004．
|
| [26] | Taylor P A．Turbulent boundary-layer flow over low and moderate slope hills[J]．Journal of Wind Engineering and Industrial Aerodynamics，1998(74)：25-47．
|
| [27] | William D L，Bruce R W．Wind-tunnel and field investigation of the effect of local wind direction on speed-up over hills[J]．Journal of Wind Engineering and Industrial Aerodynamics，2007(95)：639-661．
|
