Time domain buffeting analysis of a large span cable-stayed bridge

Large-span cable-stayed bridges are flexible structures susceptible to various types of wind-induced vibrations such as buffeting. In this study, a time domain buffeting analysis procedure is formulated and implemented by developing a toolbox based on ANSYS Parametric Design Language (APDL). To illu...

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Bibliographic Details
Main Author: Shuxian Hong (author)
Other Authors: Álvaro Cunha (author)
Format: book
Language:eng
Published: 2010
Subjects:
Online Access:https://hdl.handle.net/10216/70138
Country:Portugal
Oai:oai:repositorio-aberto.up.pt:10216/70138