TY - GEN
T1 - Stochastic simulation of wind-related processes with intermittency
AU - Yin, C.
AU - Wu, T.
AU - Kareem, A.
PY - 2013
Y1 - 2013
N2 - In structural engineering, turbulent flows are critical as most structures are exposed to winds in atmospheric boundary layer with high Reynolds number. Due to the prohibitive cost of solving Navier-Stokes equations, statistical methods are popular in analyzing structural response subject to wind related excitations. Conventional strategies of simulating wind processes are usually restricted to utilizing the second-order statistics with implied Gaussian assumption, which neglects some of the features of turbulent flows. For a typical turbulent flow, the process consists of a wide range of eddies at different scales. The nonlinear interaction transfers the velocity fluctuations from larger eddy scales down to smaller scales through a cascade process which is referred to as a self-similar property. In order to improve the fidelity of turbulence simulation, a novel scheme based on a Log-Poisson model is applied to the simulation in this study. This scheme extends the second-order statistics to the high-order statistics of the velocity increments, implemented with the wavelet expansion. The relationship between the wavelet coefficients and the velocity increments is identified in this paper. Further detailed information, such as the multifractal structure and the intermittency, can be appropriately presented utilizing wavelet coefficients. The wind effect on the structure is re-examined using the turbulent wind with intermittency. It is noted that the turbulent wind results in a higher peak factor than the Gaussian wind process. Hence, ignoring the effects of intermittency in turbulence may face underestimation of loads and risk.
AB - In structural engineering, turbulent flows are critical as most structures are exposed to winds in atmospheric boundary layer with high Reynolds number. Due to the prohibitive cost of solving Navier-Stokes equations, statistical methods are popular in analyzing structural response subject to wind related excitations. Conventional strategies of simulating wind processes are usually restricted to utilizing the second-order statistics with implied Gaussian assumption, which neglects some of the features of turbulent flows. For a typical turbulent flow, the process consists of a wide range of eddies at different scales. The nonlinear interaction transfers the velocity fluctuations from larger eddy scales down to smaller scales through a cascade process which is referred to as a self-similar property. In order to improve the fidelity of turbulence simulation, a novel scheme based on a Log-Poisson model is applied to the simulation in this study. This scheme extends the second-order statistics to the high-order statistics of the velocity increments, implemented with the wavelet expansion. The relationship between the wavelet coefficients and the velocity increments is identified in this paper. Further detailed information, such as the multifractal structure and the intermittency, can be appropriately presented utilizing wavelet coefficients. The wind effect on the structure is re-examined using the turbulent wind with intermittency. It is noted that the turbulent wind results in a higher peak factor than the Gaussian wind process. Hence, ignoring the effects of intermittency in turbulence may face underestimation of loads and risk.
UR - https://www.scopus.com/pages/publications/84892402250
M3 - Conference contribution
AN - SCOPUS:84892402250
SN - 9781138000865
T3 - Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
SP - 5673
EP - 5680
BT - Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
T2 - 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
Y2 - 16 June 2013 through 20 June 2013
ER -