BEHAVIOR OF CABLE STAYED BRIDGE: PARAMETRIC STUDY

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DC Field	Value	Language
dc.contributor.author	Gaur, Jayansh	-
dc.date.accessioned	2024-10-01T07:13:21Z	-
dc.date.available	2024-10-01T07:13:21Z	-
dc.date.issued	2019-05	-
dc.identifier.uri	http://localhost:8081/xmlui/handle/123456789/15829	-
dc.description.abstract	The fundamental difference between the two types of bridges is the manner in which the cables support the bridge deck. In suspension bridges, the deck is supported at relatively short intervals by vertical hanger cables which in turn are suspended from main cables. Main cables in these are relatively flexible and thus take a shape which is a function of position of load and magnitude of load. On the other hand, cable-stayed bridges have deck that is directly supported from the tower with the help of stay cables, thus providing a significantly stiffer structure. Also generally in cable stayed bridges the deflections are less, therefore the deck can be made lighter and more slender. This improves structurally the wind resistance and aesthetically the appearance (Troitsky, 1988).	en_US
dc.description.sponsorship	INDIAN INSTITUTE OF TECHNOLOGY ROORKEE	en_US
dc.language.iso	en	en_US
dc.publisher	I I T ROORKEE	en_US
dc.subject	Fundamental Difference	en_US
dc.subject	Relatively Flexible	en_US
dc.subject	Significantly	en_US
dc.subject	Flexible	en_US
dc.title	BEHAVIOR OF CABLE STAYED BRIDGE: PARAMETRIC STUDY	en_US
dc.type	Other	en_US
Appears in Collections:	MASTERS' THESES (Civil Engg)

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