Seismic performance of long cable-stayed bridge with various time history loading using finite element method
the serviceability of the structure is important to maintain the safety of users. Thus, the main objective of this work is to study the seismic response of a cable-stayed bridge under earthquake time history loading. The cable-stayed bridge components (deck, piers, pylons, and cables) were modelled...
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Main Authors: | , , , , , |
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Format: | Conference or Workshop Item |
Language: | English |
Published: |
2020
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Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/94138/1/AzlanAdnan2020_SeismicPerformanceOfLongCableStayedBridge.pdf http://eprints.utm.my/id/eprint/94138/ http://dx.doi.org/10.1088/1755-1315/479/1/012005 |
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