Experimental assessment of connections for precast concrete frames using ultra high performance fibre reinforced concrete
Authors:
- L.F. MayaLML.F. Maya
- C. ZanuyC. Zanuy
- L. AlbajarLAL. Albajar
- C. LopezCLC. Lopez
- J. PortabellaJPJ. Portabella
- 1 November 2013
- journal article
- Published by Elsevier in Construction and Building Materials
- Vol. 48, 173-186
Abstract
No abstract availableKeywords
This publication has 12 references indexed in Scilit:
- Estimation of parameters defining negative tension stiffeningEngineering Structures, 2010
- Comparison of Roles of FRP Sheets, Stirrups, and Steel Fibers in Confining Bond Critical RegionsJournal of Composites for Construction, 2006
- Diagonally-reinforced beam–column joints reinforced under cyclic loadingProceedings of the Institution of Civil Engineers - Structures and Buildings, 2005
- Strain compatibility between HPFRCC and steel reinforcementMaterials and Structures, 2005
- High Performance Joints for Concrete Bridge ApplicationsStructural Engineering International, 2003
- Seismic Tests of Beam-to-Column Connections in a Precast Concrete FramePCI Journal, 2002
- Behavior of HPFRC Connections for Precast Concrete Frames Under Reversed Cyclic LoadingPCI Journal, 1998
- The Sherbrooke Reactive Powder Concrete FootbridgeStructural Engineering International, 1998
- Seismic Tests of Precast Beam-to-Column Joint Subassemblages With Unbonded TendonsPCI Journal, 1996
- A Perspective on the Seismic Design of Precast Concrete Structures in New ZealandPCI Journal, 1995