Buffeting response of a suspension bridge in complex terrain

Davenport, 1961, The application of statistical concepts to the wind loading of structures, vol. 19, 449 Scanlan, 1975, The action of flexible bridges under wind, II: Buffeting theory, J Sound Vib, 60, 201, 10.1016/S0022-460X(78)80029-7 Xu, 2013, 345 Bietry, 1995, Comparison of full-scale measurement and computation of wind effects on a cable-stayed bridge, J Wind Eng Indust Aerodynam, 57, 225, 10.1016/0167-6105(94)00110-Y Xu, 2005, Buffeting response of long-span cable-supported bridges under skew winds. Part 2: Case study, J Sound Vib, 281, 675, 10.1016/j.jsv.2004.01.025 Macdonald, 2003, Evaluation of buffeting predictions of a cable-stayed bridge from full-scale measurements, J Wind Eng Indust Aerodynam, 91, 1465, 10.1016/j.jweia.2003.09.009 Hui, 2009, Wind turbulence characteristics study at the Stonecutters Bridge site: Part II: Wind power spectra, integral length scales and coherences, J Wind Eng Indust Aerodynam, 97, 48, 10.1016/j.jweia.2008.11.003 Hui, 2009, Wind turbulence characteristics study at the Stonecutters Bridge site: Part I: Mean wind and turbulence intensities, J Wind Eng Indust Aerodynam, 97, 22, 10.1016/j.jweia.2008.11.002 Wang, 2011, Comparison of ambient vibration response of the runyang suspension bridge under skew winds with time-domain numerical predictions, J Bridge Eng, 16, 513, 10.1061/(ASCE)BE.1943-5592.0000168 Toriumi, 2000, A study on spatial correlation of natural wind, J Wind Eng Indust Aerodynam, 87, 203, 10.1016/S0167-6105(00)00037-4 Miyata, 2002, Full-scale measurement of akashi–kaikyo bridge during typhoon, J Wind Eng Indust Aerodynam, 90, 1517, 10.1016/S0167-6105(02)00267-2 Wang, 2013, Long-term monitoring of wind characteristics at sutong bridge site, J Wind Eng Indust Aerodynam, 115, 39, 10.1016/j.jweia.2013.01.006 Nakamura, 2000, Gps measurement of wind-induced suspension bridge girder displacements, J Struct Eng, 126, 1413, 10.1061/(ASCE)0733-9445(2000)126:12(1413) Brownjohn, 1994, Humber bridge full-scale measurement campaigns 1990–1991, J Wind Eng Indust Aerodynam, 52, 185, 10.1016/0167-6105(94)90047-7 Nagayama, 2005, Structural identification of a nonproportionally damped system and its application to a full-scale suspension bridge, J Struct Eng, 131, 1536, 10.1061/(ASCE)0733-9445(2005)131:10(1536) Hay, 1984, Analyses of wind and response data from the Wye and Erskine bridges and comparison with theory, J Wind Eng Indust Aerodynam, 17, 31, 10.1016/0167-6105(84)90033-3 Frank, 1996, A simple spectral model for the modification of turbulence in flow over gentle hills, Bound-Layer Meteorol, 79, 345, 10.1007/BF00119404 Mann, 2000, The spectral velocity tensor in moderately complex terrain, J Wind Eng Indust Aerodynam, 88, 153, 10.1016/S0167-6105(00)00046-5 Xie, 1991, Buffeting analysis of long span bridges to turbulent wind with yaw angle, J Wind Eng Indust Aerodyn, 37, 65, 10.1016/0167-6105(91)90005-H Kimura, 1992, Bridge buffeting due to wind with yaw angles, J Wind Eng Indust Aerodynam, 42, 1309, 10.1016/0167-6105(92)90139-2 Scanlan, 1993, Bridge buffeting by skew winds in erection stages, J Eng Mech, 119, 251, 10.1061/(ASCE)0733-9399(1993)119:2(251) Magalhães, 2009, Online automatic identification of the modal parameters of a long span arch bridge, Mech Syst Signal Process, 23, 316, 10.1016/j.ymssp.2008.05.003 Magalhães, 2011, Explaining operational modal analysis with data from an arch bridge, Mech Syst Signal Process, 25, 1431, 10.1016/j.ymssp.2010.08.001 Brownjohn, 2010, Ambient vibration re-testing and operational modal analysis of the humber bridge, Eng Struct, 32, 2003, 10.1016/j.engstruct.2010.02.034 James, 1995, The natural excitation technique (next) for modal parameter extraction from operating structures, Int J Anal Exp Modal Anal, 10, 260 Peeters, 2004, The polymax frequency-domain method: a new standard for modal parameter estimation?, Shock Vib, 11, 395, 10.1155/2004/523692 Morfiadakis, 1996, The suitability of the von Karman spectrum for the structure of turbulence in a complex terrain wind farm, J Wind Eng Indust Aerodynam, 62, 237, 10.1016/S0167-6105(96)00059-1 Panofsky HA, Brier GW, Best WH. Some application of statistics to meteorology. Earth and mineral sciences continuing education, College of Earth and Mineral Sciences, Pennsylvania State University; 1958. Davenport, 1961, The spectrum of horizontal gustiness near the ground in high winds, Quart J Roy Meteorol Soc, 87, 194, 10.1002/qj.49708737208 Vickery, 1970, On the reliability of gust loading factors, vol. 30, 296 Jakobsen, 1997, Span-wise structure of lift and overturning moment on a motionless bridge girder, J Wind Eng Indust Aerodynam, 69, 795, 10.1016/S0167-6105(97)00206-7 Hjorth-Hansen E, Jakobsen A, Strømmen E. Wind buffeting of a rectangular box girder bridge. J Wind Eng Indust Aerodynam 42. doi:http://dx.doi.org/10.1016/0167-6105(92)90128-w. Krenk, 1996, Wind field coherence and dynamic wind forces, 269 Von Kármán, 1948, Progress in the statistical theory of turbulence, Proc Natl Acad Sci USA, 34, 530, 10.1073/pnas.34.11.530 Irwin H, Wardlaw R. Wind tunnel and analytical investigations of the response of Lions’ Gate Bridge to turbulent wind. national research council of canada. Tech. rep., NAE LTR-LA-210; 1976. Liepmann, 1952, On the application of statistical concepts to the buffeting problem, J Aeronaut Sci, 19, 793, 10.2514/8.2491 Holmes, 1975, Prediction of the response of a cable-stayed bridge to turbulence, 187 Matsuda, 1999, Aerodynamic admittance and the ’strip theory’ for horizontal buffeting forces on a bridge deck, J Wind Eng Indust Aerodynam, 83, 337, 10.1016/S0167-6105(99)00083-5 Xu, 2011, 39 Steigen, 2011 Bendat, 2011 Macdonald, 2005, Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and fe modelling, Eng Struct, 27, 1916, 10.1016/j.engstruct.2005.06.007 Siringoringo, 2008, System identification of suspension bridge from ambient vibration response, Eng Struct, 30, 462, 10.1016/j.engstruct.2007.03.004 Wang, 2016, Measurements and analysis of non-stationary wind characteristics at sutong bridge in typhoon damrey, J Wind Eng Indust Aerodynam, 151, 100, 10.1016/j.jweia.2016.02.001 Holmes, 2007 Kaimal J, Wyngaard J, Izumi Y, Coté O. Spectral characteristics of surface-layer turbulence. Tech. rep., DTIC Document; 1972. Welch, 1967, The use of fast fourier transform for the estimation of power spectra: a method based on time averaging over short, modified periodograms, IEEE Trans Audio Electroacoust, 15, 70, 10.1109/TAU.1967.1161901 Carter, 1973, Estimation of the magnitude-squared coherence function via overlapped fast fourier transform processing, IEEE Trans Audio Electroacoust, 21, 337, 10.1109/TAU.1973.1162496 Saranyasoontorn, 2004, A comparison of standard coherence models for inflow turbulence with estimates from field measurements, J Solar Energy Eng, 126, 1069, 10.1115/1.1797978 Cheynet, 2015, Full scale monitoring of wind and traffic induced response of a suspension bridge, MATEC Web Conf, 24, 04003, 10.1051/matecconf/20152404003 Jain, 1996, Coupled flutter and buffeting analysis of lon–span bridges, J Struct Eng, 122, 716, 10.1061/(ASCE)0733-9445(1996)122:7(716) Thorbek, 1998, Coupled buffeting response of suspension bridges, J Wind Eng Indust Aerodynam, 7476, 839, 10.1016/S0167-6105(98)00076-2 Tveiten, 2012 Tanaka, 1982, Response of taut strip models to turbulent wind, J Eng Mech Div, 108, 33, 10.1061/JMCEA3.0002803 Zhu, 2002, Tsing ma bridge deck under skew winds – Part i: Aerodynamic coefficients, J Wind Eng Indust Aerodynam, 90, 781, 10.1016/S0167-6105(02)00160-5 Diana, 1995, Third asian-pacific symposium on wind engineering comparisons between wind tunnel tests on a full aeroelastic model of the proposed bridge over stretto di messina and numerical results, J Wind Eng Indust Aerodynam, 54, 101, 10.1016/0167-6105(94)00034-B Zhu, 2007, Flutter and buffeting performances of third Nanjing Bridge over Yangtze River under yaw wind via aeroelastic model test, J Wind Eng Indust Aerodynam, 95, 1579, 10.1016/j.jweia.2007.02.019 Xu, 2000, Fully coupled buffeting analysis of tsing ma suspension bridge, J Wind Eng Indust Aerodynam, 85, 97, 10.1016/S0167-6105(99)00133-6 Kristensen, 1979, Lateral coherence in isotropic turbulence and in the natural wind, Bound-Layer Meteorol, 17, 353, 10.1007/BF00117924 Frandsen, 2001, Simultaneous pressures and accelerations measured full-scale on the great belt east suspension bridge, J Wind Eng Indust Aerodynam, 89, 95, 10.1016/S0167-6105(00)00059-3 Chen, 2007, A comparative study of stationary and non-stationary wind models using field measurements, Bound-Layer Meteorol, 122, 105, 10.1007/s10546-006-9085-1 Hu, 2013, Typhoon-induced non-stationary buffeting response of long-span bridges in complex terrain, Eng Struct, 57, 406, 10.1016/j.engstruct.2013.09.044 Chen, 2002, Advanced analysis of coupled buffeting response of bridges: a complex modal decomposition approach, Probabil Eng Mech, 17, 201, 10.1016/S0266-8920(02)00005-X Øiseth, 2013, Effects of co-spectral densities of atmospheric turbulence on the dynamic response of cable-supported bridges: a case study, J Wind Eng Indust Aerodynam, 116, 83, 10.1016/j.jweia.2013.03.001 Denoël, 2005