Analysis of damper effect on cable-stayed bridge using finite element simulation
Cable-stayed bridges generally having common defects such as excessive vibration due to wind action, corrosion and fatigue occurred at the cables supporting member. This study presents two different approaches for the demonstration of the damping effect due to wind action on cable-stayed bridge. T...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Fakulti Kejuruteraan ,UKM,Bangi.
2015
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| Online Access: | http://journalarticle.ukm.my/9505/1/5.pdf |