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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Format: | book |
Language: | eng |
Published: |
2010
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Online Access: | https://hdl.handle.net/10216/70138 |
Country: | Portugal |
Oai: | oai:repositorio-aberto.up.pt:10216/70138 |