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DC Field | Value | Language |
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dc.contributor.author | Sharma, Vinay | - |
dc.date.accessioned | 2014-11-16T07:07:09Z | - |
dc.date.available | 2014-11-16T07:07:09Z | - |
dc.date.issued | 1984 | - |
dc.identifier | M.Tech | en_US |
dc.identifier.uri | http://hdl.handle.net/123456789/8752 | - |
dc.guide | Godbole, P. N. | - |
dc.guide | Krishna, Prem | - |
dc.description.abstract | Cable structures form a very versatile, though a rather complex, group of structures in Civil Engineering. Because of their inherent flexibility, they undergo large deformations when loaded. This induces non-linear behaviour in them. This study attempts to present a unified analysis algorithm for different cable structures. Matrix displace-ment method has been employed to the complete assembly of cables supporting system because of its simplicity and versatility. A computer program has been developed that takes into account the geometric non-linearity, the beam column non linearity and the non linearity because of cable sag. To illustrate the capabilities of the program different types of cable structures have been analysed. The non-linear effects on a cable truss have been studied for different support flexibilities, and different load positions. Non-linear analysis has also been carried out of a cable-stayed bridge, guyed mast . tower and a hyperbolic paraboloid cable roof. | en_US |
dc.language.iso | en | en_US |
dc.subject | CIVIL ENGINEERING | en_US |
dc.subject | NON-LINEARITY | en_US |
dc.subject | CABLE STRUCTURES | en_US |
dc.subject | GEOMETRIC NON-LINEARITY | en_US |
dc.title | A STUDY OF NON-LINEARITY IN CABLE STRUCTURES | en_US |
dc.type | M.Tech Dessertation | en_US |
dc.accession.number | 178107 | en_US |
Appears in Collections: | MASTERS' THESES (Civil Engg) |
Files in This Item:
File | Description | Size | Format | |
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CED178107.pdf | 7.13 MB | Adobe PDF | View/Open |
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