Influence of Infill and Slab on 2D: An Earthquake Study - Couverture souple

SELVAN, Dr.S.ARUL

 
9783838389462: Influence of Infill and Slab on 2D: An Earthquake Study
Couverture souple
ISBN 10 : 3838389468 ISBN 13 : 9783838389462
Editeur : LAP LAMBERT Academic Publishing, 2010

Synopsis

Experimental investigations were carried out in three stages. The interface behaviours of brick joints were studied in the first stage to assess the load-displacement behaviour, load carrying capacity and the shear strength. In the second stage, one fourth scale model of three bay five storey frame with brick infill in the central bay was tested under lateral cyclic load. In the final stage, a one fifth scale three- dimensional three bay single storey infilled frame, with infill in the central bay was tested under lateral cyclic loading. The load deflection behaviour, stiffness degradation, ductility characteristics, energy dissipation capacity, moment-curvature elationship, shear strength etc. were studied. It was concluded that only brittle failure occurred in brick joints due to shear. In the frames, the contribution of brick infill was significant upto breaking and the contribution of infill should be considered as it leads to considerable saving in materials. In three- dimensional frame, the presence of roof slab contributes significant stiffness, load carrying capacity, additional confinement and additional strength.

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Présentation de l'éditeur

Experimental investigations were carried out in three stages. The interface behaviours of brick joints were studied in the first stage to assess the load-displacement behaviour, load carrying capacity and the shear strength. In the second stage, one fourth scale model of three bay five storey frame with brick infill in the central bay was tested under lateral cyclic load. In the final stage, a one fifth scale three- dimensional three bay single storey infilled frame, with infill in the central bay was tested under lateral cyclic loading. The load deflection behaviour, stiffness degradation, ductility characteristics, energy dissipation capacity, moment-curvature elationship, shear strength etc. were studied. It was concluded that only brittle failure occurred in brick joints due to shear. In the frames, the contribution of brick infill was significant upto breaking and the contribution of infill should be considered as it leads to considerable saving in materials. In three- dimensional frame, the presence of roof slab contributes significant stiffness, load carrying capacity, additional confinement and additional strength.

Biographie de l'auteur

Dr. S. Arulselvan was born in India in 1971. He received his UG degree in Civil Engineering from The Institution of Engineers (India), and ME degree from Bharathiar University and Ph.D. degree from Anna University, Chennai, India. Since 2001, he has been a teacher of Civil Engineering with Coimbatore Institute of Technology, India.

Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.

Éditeur
LAP LAMBERT Academic Publishing
Date d'édition
2010
Langue
anglais
ISBN 10 
3838389468
ISBN 13 
9783838389462
Reliure
Broché
Nombre de pages
288
Coordonnées du fabricant
non disponible
Personne responsable
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