Testing and evaluation of reinforced concrete beam-column-slab joint

An experimental investigation of seismic behaviour of identical beam-column subassemblies was conducted by testing two half-scale joint models: one without a slab and the other with a slab. A qualitative model simulating participation of the floor slab was developed by establishing the slab crack pa...

Full description

Bibliographic Details
Main Authors: Saddam M. Ahmed, Umarani Gunasekaran
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2014-02-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.971.2013
id doaj-af59f28ddf8b456a997643aa526c0248
record_format Article
spelling doaj-af59f28ddf8b456a997643aa526c02482020-11-24T21:47:41ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952014-02-016601.213610.14256/JCE.971.2013115531Testing and evaluation of reinforced concrete beam-column-slab jointSaddam M. Ahmed0Umarani Gunasekaran1Sveučilište Anna, Građevinski fakultetSveučilište Anna, Građevinski fakultetAn experimental investigation of seismic behaviour of identical beam-column subassemblies was conducted by testing two half-scale joint models: one without a slab and the other with a slab. A qualitative model simulating participation of the floor slab was developed by establishing the slab crack patterns (yield lines) and the state of strain in slab bars. Based on the verification results, it was concluded that the joint model improves prediction of seismic behaviour, and that this model allows explicit evaluation of the slab effect on the joint.https://doi.org/10.14256/JCE.971.2013
collection DOAJ
language English
format Article
sources DOAJ
author Saddam M. Ahmed
Umarani Gunasekaran
spellingShingle Saddam M. Ahmed
Umarani Gunasekaran
Testing and evaluation of reinforced concrete beam-column-slab joint
Građevinar
author_facet Saddam M. Ahmed
Umarani Gunasekaran
author_sort Saddam M. Ahmed
title Testing and evaluation of reinforced concrete beam-column-slab joint
title_short Testing and evaluation of reinforced concrete beam-column-slab joint
title_full Testing and evaluation of reinforced concrete beam-column-slab joint
title_fullStr Testing and evaluation of reinforced concrete beam-column-slab joint
title_full_unstemmed Testing and evaluation of reinforced concrete beam-column-slab joint
title_sort testing and evaluation of reinforced concrete beam-column-slab joint
publisher Croatian Association of Civil Engineers
series Građevinar
issn 0350-2465
1333-9095
publishDate 2014-02-01
description An experimental investigation of seismic behaviour of identical beam-column subassemblies was conducted by testing two half-scale joint models: one without a slab and the other with a slab. A qualitative model simulating participation of the floor slab was developed by establishing the slab crack patterns (yield lines) and the state of strain in slab bars. Based on the verification results, it was concluded that the joint model improves prediction of seismic behaviour, and that this model allows explicit evaluation of the slab effect on the joint.
url https://doi.org/10.14256/JCE.971.2013
work_keys_str_mv AT saddammahmed testingandevaluationofreinforcedconcretebeamcolumnslabjoint
AT umaranigunasekaran testingandevaluationofreinforcedconcretebeamcolumnslabjoint
_version_ 1725896424753725440