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How are local cable modes eliminated during the modal analysis of a cable-stayed bridge?
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Answer: When subjecting a cable-stayed bridge to moving-load analysis, stiffness at the end of the dead load case should be used.
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Related Incidents:
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*Related Incident:* * {incident:no=46497|comment=
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Question 1: \\ h2. How are the various loads which are applied to a cable-stayed bridge considered? * Answer 1: * Please see [migration1d:Cable-stayed bridge-first steps|migration1d:Please see Cable-stayed bridge - first steps] page. | ||
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| Bob Rob The answer to the second questions does not really seem to include a full answer . Can you provide a better answer? |
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