Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The stochastic differential calculus for the determination of structural response under wind
AbstractIn 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.
The stochastic differential calculus for the determination of structural response under wind
AbstractIn 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.
The stochastic differential calculus for the determination of structural response under wind
Bartoli, Gianni (Autor:in) / Spinelli, Paolo (Autor:in)
Journal of Wind Engineering and Industrial Aerodynamics ; 48 ; 175-188
01.01.1993
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
The stochastic differential calculus for the determination of structural response under wind
British Library Conference Proceedings | 1993
|The stochastic differential calculus for the determination of structural response under wind
Online Contents | 1994
|