Cyclic response analysis of high-strength self-compacting concrete beam-column joints : numerical modelling and experimental validation

Presents an analytical model developed to predict the cyclic performance of high-strength self-compacting concrete beam-column joints. Source: National Library of New Zealand Te Puna Matauranga o Aotearoa, licensed by the Department of Internal Affairs for re-use under the Creative Commons Attributi...

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Bibliographic Details
Published in:Bulletin of the New Zealand Society for Earthquake Engineering 2018-03, Vol.51 (1), p.23-33
Main Authors: Ashtiani, Mohammad Soleymani, Dhakal, Rajesh P, Scott, Allan N
Format: Article
Language:English
Subjects:
Beam-columns
Columns, Concrete
Compressive properties
Computer simulation
Concrete
Cyclic loads
Damping
Deformation resistance
Elongation
Finite element method
High strength
Laboratory tests
Materials fatigue
Mathematical models
Numerical analysis
Performance prediction
Physical properties
Plastic properties
Reinforcing steels
Self-compacting concrete
Self-consolidating concrete
Sensitivity analysis
Shear deformation
Shear strength
Stiffness
Subassemblies
Testing
Two dimensional models
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Summary:Presents an analytical model developed to predict the cyclic performance of high-strength self-compacting concrete beam-column joints. Source: National Library of New Zealand Te Puna Matauranga o Aotearoa, licensed by the Department of Internal Affairs for re-use under the Creative Commons Attribution 3.0 New Zealand Licence.
ISSN:2324-1543
1174-9857
DOI:10.5459/bnzsee.51.1.23-33