Identification method and application of aerodynamic damping characteristics of super high-rise buildings under narrow-band excitation
Tài liệu tham khảo
Abazarsa, 2013, Response-only modal identification of structures using limited sensors, Struct. Contr. Health Monit., 20, 987, 10.1002/stc.1513
Aquino, 2013, Framework for structural damping predictor models based on stick-slip mechanism for use in wind-resistant design of buildings, J. Wind Eng. Ind. Aerod., 117, 25, 10.1016/j.jweia.2013.04.001
Aquino, 2013, On stick–slip phenomenon as primary mechanism behind structural damping in wind-resistant design applications, J. Wind Eng. Ind. Aerod., 115, 121, 10.1016/j.jweia.2012.12.017
Aquino, 2017, Structural damping estimation using a simple equation based on the equivalent viscous damping concept, Procedia Eng., 199, 495, 10.1016/j.proeng.2017.09.135
Au, 2012, Full-scale validation of dynamic wind load on a super-tall building under strong wind, J. Struct. Eng., 138, 1161, 10.1061/(ASCE)ST.1943-541X.0000539
Belouchrani, 1997, A blind source separation technique using second order statistics, IEEE Trans. Signal Process., 45, 434, 10.1109/78.554307
Brincker, 2001, Modal identification of output-only systems using frequency domain decomposition, Smart Mater. Struct., 10, 441, 10.1088/0964-1726/10/3/303
Chen, 2012, A signal decomposition theorem with Hilbert transform and its application to narrowband time series with closely spaced frequency components, Mech. Syst. Signal Process., 28, 258, 10.1016/j.ymssp.2011.02.002
Cheng, 2002, Acrosswind aerodynamic damping of isolated square-shaped buildings, J. Wind Eng. Ind. Aerod., 90, 1743, 10.1016/S0167-6105(02)00284-2
Chiang, 1999, Modal parameter identification from ambient response, AIAA J., 37, 513, 10.2514/2.745
China Architecture & Building Press, 2012
Clough, 1993, 366
Cole, 1968, 268
Engineering Science Data Unit (ESDU), 1984
Gabbai, 2010, Aerodynamic damping in the along-wind response of tall buildings, J. Struct. Eng., 136, 117, 10.1061/(ASCE)0733-9445(2010)136:1(117)
Gu, 2004, Across-wind loads of typical tall buildings, J. Wind Eng. Ind. Aerod., 92, 1147, 10.1016/j.jweia.2004.06.004
Hazra, 2010, Modified cross-correlation method for the blind identification of structures, J. Eng. Mech., 136, 889, 10.1061/(ASCE)EM.1943-7889.0000133
Isyumov, 1992, Performance of a tall building under wind action, J. Wind Eng. Ind. Aerod., 42, 1053, 10.1016/0167-6105(92)90112-N
Jeary, 1992, Establishing non-linear damping characteristics of structures from non-stationary response time-histories, Struct. Eng., 70, 61
Katafygiotis, 2001, Bayesian spectral density approach for modal updating using ambient data, Earthq. Eng. Struct. Dyn., 30, 1103, 10.1002/eqe.53
Kim, 2018, Experimental study of aerodynamic damping of a twisted supertall building, J. Wind Eng. Ind. Aerod., 176, 1, 10.1016/j.jweia.2018.03.005
Marukawa, 1996, Experimental evaluation of aerodynamic damping of tall buildings, J. Wind Eng. Ind. Aerod., 59, 177, 10.1016/0167-6105(96)00006-2
Marukawa, 1996, Experimental evaluation of aerodynamic damping of tall buildings, J. Wind Eng. Ind. Aerod., 59, 177, 10.1016/0167-6105(96)00006-2
Mcneill, 2012, An analytic formulation for blind modal identification, J. Vib. Control, 18, 2111, 10.1177/1077546311429146
Mcneill, 2008, A framework for blind modal identification using joint approximate diagonalization, Mech. Syst. Signal Process., 22, 1526, 10.1016/j.ymssp.2008.01.010
Spanos, 1998, Generalized random decrement method for analysis of vibration data, J. Vib. Acoust., 120, 806, 10.1115/1.2893901
Steckley, 1990, On the measurement of motion induced forces on models in turbulent shear flow, J. Wind Eng. Ind. Aerod., 36, 339, 10.1016/0167-6105(90)90318-7
Tamura, 1996, Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds, J. Wind Eng. Ind. Aerod., 59, 115, 10.1016/0167-6105(96)00003-7
Tamura, 2002
Wang, 2014, Analytical mode decomposition with Hilbert transform for modal parameter identification of buildings under ambient vibration, Eng. Struct., 59, 173, 10.1016/j.engstruct.2013.10.020
Xu, 2002, Time–frequency analysis of a suspension bridge based on GPS, J. Sound Vib., 254, 105, 10.1006/jsvi.2001.4087
Yaglom, 1987, 1
Yan, 2010, A comparative study of modal parameter identification based on wavelet and hilbert–huang transforms, Comput. Aided Civ. Infrastruct. Eng., 21, 9, 10.1111/j.1467-8667.2005.00413.x
Yu, X.F., Xie, Z.N., Shi, B.Q., Deng, T., Aeroelastic Experimental System. CN201611237907.5.
Yuen, 2002, Spectral density estimation of stochastic vector processes, Probabilist. Eng. Mech., 17, 265, 10.1016/S0266-8920(02)00011-5
