A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author) / Spinelli, Paolo (author)
Journal of Wind Engineering and Industrial Aerodynamics ; 48 ; 175-188
1993-01-01
14 pages
Article (Journal)
Electronic Resource
English
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