A platform for research: civil engineering, architecture and urbanism
Simplified Design Procedure for Hybrid Precast Concrete Connections
A design procedure is presented to compute the maximum (plastic) moment, and the story drift capacities of a hybrid precast moment-resisting beam-to-column connection. The hybrid connections consist of mild steel which is used to dissipate energy by yielding and high strength prestressing steel which is used to provide the shear resistance through friction developed at the beam-column interface by the post-tensioning force. The design procedure is based on three 1/3-scale hybrid precast beam-to-column connections tested at the National Institute of Standards and Technology (NIST). The simplified procedure relies on the stess-strain behavior of mild steel up to its ultimate strength and is based on equilibrium equations at the beam-column joint. The appendices include a proposed evaluation criteria for this hybrid connection, sample calculations using the design procedure, and other calculations used to develop the design criteria.
Simplified Design Procedure for Hybrid Precast Concrete Connections
A design procedure is presented to compute the maximum (plastic) moment, and the story drift capacities of a hybrid precast moment-resisting beam-to-column connection. The hybrid connections consist of mild steel which is used to dissipate energy by yielding and high strength prestressing steel which is used to provide the shear resistance through friction developed at the beam-column interface by the post-tensioning force. The design procedure is based on three 1/3-scale hybrid precast beam-to-column connections tested at the National Institute of Standards and Technology (NIST). The simplified procedure relies on the stess-strain behavior of mild steel up to its ultimate strength and is based on equilibrium equations at the beam-column joint. The appendices include a proposed evaluation criteria for this hybrid connection, sample calculations using the design procedure, and other calculations used to develop the design criteria.
Simplified Design Procedure for Hybrid Precast Concrete Connections
G. S. Cheok (author) / W. C. Stone (author) / S. D. Nakaki (author)
1996
98 pages
Report
No indication
English
Composite precast concrete connections
Engineering Index Backfile | 1962
|Seismic Performance of Precast Hybrid-Steel Concrete Connections
Online Contents | 2009
|Architectural Precast Concrete Cladding Connections
British Library Conference Proceedings | 1996
|Connections in precast concrete construction
Engineering Index Backfile | 1966
|Connections in Precast Concrete Elements
Trans Tech Publications | 2016
|