{"product_id":"influence-of-infill-and-slab-on-2d-von-s-arul-selvan","title":"Influence of Infill and Slab on 2D","description":"\u003cp\u003eExperimental 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.\u003c\/p\u003e\u003cdiv class=\"aw-variant-hidden-subtitle-div\" id=\"aw-variant-subtitle-9783838389462\"\u003e\u003ch3\u003eAn Earthquake Study\u003c\/h3\u003e\u003c\/div\u003e","brand":"Autorenwelt Shop","offers":[{"title":"Softcover - 9783838389462","offer_id":39499044225117,"sku":"9783838389462","price":79.0,"currency_code":"EUR","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0940\/0622\/files\/317521c7-cc3f-475d-84fc-38f0c062a331.jpg?v=1757743032","url":"https:\/\/shop.autorenwelt.de\/products\/influence-of-infill-and-slab-on-2d-von-s-arul-selvan","provider":"Autorenwelt Shop","version":"1.0","type":"link"}