Stochastic characterization of wind field characteristics of an arch bridge instrumented with structural health monitoring system

Structural Safety - Tập 71 - Trang 47-56 - 2018
X.W. Ye1, P.S. Xi1, Y.H. Su1, B. Chen1, J.P. Han2
1Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China
2School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China

Tài liệu tham khảo

Akaike, 1974, A new look at the statistical model identification, automatic control, IEEE Trans Autom Control, 19, 716, 10.1109/TAC.1974.1100705 Alduse, 2015, Effect of uncertainties in wind speed and direction on the fatigue damage of long-span bridges, Eng Struct, 100, 468, 10.1016/j.engstruct.2015.06.031 Carta, 2008, A joint probability density function of wind speed and direction for wind energy analysis, Energy Convers Manage, 49, 1309, 10.1016/j.enconman.2008.01.010 Cook, 1982, Towards better estimation of extreme winds, J Wind Eng Ind Aerodyn, 9, 295, 10.1016/0167-6105(82)90021-6 Erdem, 2011, Comparison of bivariate distribution construction approaches for analysing wind speed and direction data, Wind Energy, 14, 27, 10.1002/we.400 Feng, 2015, Modelling wind for wind farm layout optimization using joint distribution of wind speed and wind direction, Energies, 8, 3075, 10.3390/en8043075 Fujino, 2002, Wind-induced vibration and control of Trans-Tokyo Bay crossing bridge, J Struct Eng, ASCE, 128, 1012, 10.1061/(ASCE)0733-9445(2002)128:8(1012) Ge, 2002, Statistical study for mean wind velocity in Shanghai area, J Wind Eng Ind Aerodyn, 90, 1585, 10.1016/S0167-6105(02)00272-6 Gu, 1999, Fatigue life estimation of steel girder of Yangpu cable-stayed bridge due to buffeting, J Wind Eng Ind Aerodyn, 80, 383, 10.1016/S0167-6105(98)00209-8 Herb, 2007, A new approach to estimate the wind speed probability distribution along a railway track based on international standards, J Wind Eng Ind Aerodyn, 95, 1097, 10.1016/j.jweia.2007.01.018 Holland, 1975 Johnson, 1978, Some angular-linear distributions and related regression models, J Am Stat Assoc, 73, 602, 10.1080/01621459.1978.10480062 Martin, 1999, Analysis and modelling of time series of surface wind speed and direction, Int J Climatol, 19, 197, 10.1002/(SICI)1097-0088(199902)19:2<197::AID-JOC360>3.0.CO;2-H Matsumoto, 1995, Response characteristics of rain-wind induced vibration of stay-cables of cable-stayed bridges, J Wind Eng Ind Aerodyn, 57, 323, 10.1016/0167-6105(95)00010-O McLachlan, 2003, Modelling high-dimensional data by mixtures of factor analyzers, Comput Stat Data Anal, 41, 379, 10.1016/S0167-9473(02)00183-4 Qu, 2010, Bivariate modeling of wind speed and air density distribution for long-term wind energy estimation, Int J Green Energy, 7, 21, 10.1080/15435070903501209 Scanlan, 1977, Motion of suspended bridge spans under gusty wind, J Struct Div, ASCE, 103, 1867, 10.1061/JSDEAG.0004726 Simiu, 1981, Wind direction effects on cladding and structural loads, Eng Struct, 3, 181, 10.1016/0141-0296(81)90027-4 Simiu, 1985, Multivariate distributions of directional wind speeds, J Struct Eng, ASCE, 111, 939, 10.1061/(ASCE)0733-9445(1985)111:4(939) Torres, 1999, Characterization of wind speed data according to wind direction, Sol Energy, 66, 57, 10.1016/S0038-092X(99)00007-9 Weber, 1991, Estimator for the standard deviation of wind direction based on moments of the Cartesian components, J Appl Meteorol, 30, 1341, 10.1175/1520-0450(1991)030<1341:EFTSDO>2.0.CO;2 Weber, 1997, Estimators for the standard deviation of horizontal wind direction, J Appl Meteorol, 36, 1403, 10.1175/1520-0450(1997)036<1403:EFTSDO>2.0.CO;2 Wen, 1983, Wind direction and structural reliability, J Struct Eng, ASCE, 109, 1028, 10.1061/(ASCE)0733-9445(1983)109:4(1028) Xu, 2009, Buffeting-induced fatigue damage assessment of a long suspension bridge, Int J Fatigue, 31, 575, 10.1016/j.ijfatigue.2008.03.031