Results 21 to 30 of about 30,462 (260)
The use of heavy reinforced and thick transfer-slab in multipurpose tall buildings is crucial to dealing with many issues such as high bending and punching shear stresses created from relocation of columns in floors above transfer-slab.
Mohamed A. El Zareef +2 more
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Post punching shear pattern and progressive collapse of flat slab building [PDF]
The possibility of the occurrence of a second punching shear failure and of a Progressive Collapse after a punching shear failure had occurred in one flat slab column connection is investigated in two building structures, using Eberick and SAP2000 ...
Bernardo Cruz Pereira Galdino +1 more
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Punching Shear Strength of Reinforced Concrete Flat Plates with Openings
Test results of six half-scale reinforced concrete flat plates connections with an opening in the vicinity of the column are reported. The test specimens represent a portion of a slab bounded by the lines of contraflexure around the column.
Nazar K. Oukaili,, Thaar Saud Salman
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Shear Strength Model for Slab-Column Connections [PDF]
Dept. of Architecture, Seoul National University, Seoul 151-744, KoreaABSTRACT On the basis of the strain-based shear strength model developed in the previous study, a strength model was devel-oped to predict the direct punching shear capacity and unbalanced moment-carrying capacity of interior and exterior slab-columnconnections. Since the connections
Kyoung-Kyu Choi +2 more
openaire +1 more source
Retrofitting of slab-column connections has become a crucial concern as they are highly vulnerable to fail in punching shear failure. External strengthening is practically feasible rather than the post-installation of shear reinforcement in deteriorated ...
M.A.L. Silva, J.C.P.H. Gamage, S. Fawzia
doaj +1 more source
The replacement of synthetic fibers with natural fibers in concrete has been recently investigated to counter the growing environmental and sustainable issues.
Loai Khaled Al-Mawed, Bilal Salim Hamad
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Damage and Failure of a Column-Supported RC Flat Slab Subjected to Impulsive Loading
RC flat slabs supported by an array of columns subjected to the action of impulsive pressure were investigated. The slabs were designed for static loads according to current standards. The dynamic responses of 4 × 4- and 8 × 8-column-supported slabs were
David Z. Yankelevsky +2 more
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Influence of the Location of the Column on the Load Capacity of a Slab-Column Connection for the Inner Column after Punching [PDF]
Normally in practice the situation of a slab-column structure is rarely analyzed after the occurrence of a local breakdown. According to the regulations quoted in CSA A23.3 an adequately calculated bottom reinforcement crossing above the column may be ...
Wieczorek, Barbara
core +4 more sources
This study presents the structural behavior and punching shear strength of the concrete slab-column connections strengthened with carbon fiber reinforced polymer (CFRP) laminates. The variables considered for the twelve specimens included the compressive
Cheng-Chih Chen, Shun-Long Chen
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In this paper the results of the experimental investigations of edge column – slab connections are presented and commented on. The load transmission mechanism between high strength concrete columns and slab made of normal, five times lower strength ...
Tadeusz Urban +2 more
doaj +1 more source

