A parametric study, regarding the influence of the quadratic pressure term, which is often neglected in the literature, on the stochastic alongwind response of a single-degree-of-freedom (SDOF) structure subjected to wind action, is presented. The results are reported in terms of percentages of difference in the evaluation of the response, by considering and neglecting the quadratic pressure term. The changing parameters considered are: the terrain drag coefficient, the structure height, the structure natural radian frequency, the structure damping coefficient and the wind reference mean velocity. The response stochastic analysis has been carried out in the time domain, by means of the moments equations method, once a filter equation approximating the fluctuating wind velocity has been introduced. Copyright Â© 1996 Elsevier Science Ltd.
|Numero di pagine||11|
|Stato di pubblicazione||Published - 1996|
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering