Seismic response of cable stayed bridges under multi support excitation
In this Study, the seismic response of cable stayed bridges have been evaluated under multi-support excitations. There are three sources that cause the earthquake wave characteristics change during its propagation path. Local site effect, loss of coherency and wave passage effect are three sources o...
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| Main Authors: | , , |
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| Format: | article |
| Language: | FA |
| Published: |
Iranian Society of Structrual Engineering (ISSE)
2017
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| Subjects: | |
| Online Access: | https://doaj.org/article/87c5fd32c8394addb40874e9f9211330 |
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