A numerical study on the structural integrity of self-anchored cable-stayed suspension bridges
A generalized numerical model for predicting the structural integrity of self-anchored cable-stayed suspension bridges considering both geometric and material nonlinearities is proposed. The bridge is modeled by means of a 3D finite element approach based on a refined displacement-type finite elemen...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2016-10-01
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| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | https://212.237.37.202/index.php/fis/article/view/1808 |
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