Semi-rigid behaviour of connections in precast concrete structures

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Semi-rigid behaviour of connections in precast concrete structures

Multi-storey precast concrete skeletal structures are assembled from individual prefabricated components which are erected on-site using various types of connections. In the current design of these structures, beam-to-column connections are assumed to be pin jointed. This current research work focus...

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Bibliographic Details
Main Author:	Görgün, Halil
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	1997
Subjects:	Structural engineering Precast concrete construction Joints
Online Access:	https://eprints.nottingham.ac.uk/11294/

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