Comparative study on behaviour of cable-stayed bridge with normal support and spring controlled system
The main objective of this research is to study the damped spring controlled system to reduce the earthquake-induced forces in the structure of cable-stayed bridges by applying STAAD-Pro structural analysis. The total length of the proposed cable-stayed bridge is 450 ft from abutment to abutment....
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| Main Authors: | , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2008
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| Subjects: | |
| Online Access: | http://eprints.usm.my/34422/1/HBP2.pdf http://eprints.usm.my/34422/ |
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