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Behaviour of Top and Seat Angle Semi-rigid Connections
Abstract Traditionally connections are classified as pinned or rigid, but in actual practice most of the connections fall under semi-rigid category. The design procedures for semi-rigid connections are more tedious but prove to be more economical. The top and seat angle connection which have been traditionally considered as a pinned connection for simplifying frame analysis is found to exhibit semi-rigid behaviour. In the present paper, an all-bolted top and seat angle connection is investigated in detail using the software ANSYS 11. The effect of geometric parameters on the monotonic moment–rotation relationship is discussed.
Behaviour of Top and Seat Angle Semi-rigid Connections
Abstract Traditionally connections are classified as pinned or rigid, but in actual practice most of the connections fall under semi-rigid category. The design procedures for semi-rigid connections are more tedious but prove to be more economical. The top and seat angle connection which have been traditionally considered as a pinned connection for simplifying frame analysis is found to exhibit semi-rigid behaviour. In the present paper, an all-bolted top and seat angle connection is investigated in detail using the software ANSYS 11. The effect of geometric parameters on the monotonic moment–rotation relationship is discussed.
Behaviour of Top and Seat Angle Semi-rigid Connections
Smitha, M. S. (author) / Babu, Sreedhanya (author)
Journal of The Institution of Engineers (India): Series A ; 94 ; 153-159
2013-09-01
7 pages
Article (Journal)
Electronic Resource
English
Experimental response of top and seat angle semi-rigid steel frame connections
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|Experimental response of top and seat angle semi-rigid steel frame connections
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|Experimental response of top and seat angle semi-rigid steel frame connections
British Library Online Contents | 2000
|SCIENTIFIC REPORTS - Experimental response of top and seat angle semi-rigid steel frame connections
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