THE STOCHASTIC DIFFERENTIAL-CALCULUS FOR THE DETERMINATION OF STRUCTURAL RESPONSE UNDER WIND

被引：21

作者：

BARTOLI, G

SPINELLI, P

机构：

[1] Civil Engineering Department, University of Florence, Florence

来源：

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 1993年 / 48卷 / 2-3期

关键词：

D O I：

10.1016/0167-6105(93)90135-B

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In the present work, a method related to stochastic differential calculus is applied to study the behaviour of structures under wind action. The generality of the method allows to solve problems affected by a wide range of nonlinearities (mechanical, geometrical and due to wind-structure interaction). As an application example, the response of Tacoma Narrows Bridge sectional model under wind has been considered.

引用

页码：175 / 188

页数：14

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