Results 141 to 150 of about 115,947 (194)
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Design of slab–column junctions in flat slabs
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2003In a flat-slab type construction the most vulnerable areas from the point of view of safety of the structure are the junctions between the slabs and the columns. As architects and engineers strive to achieve increasingly slender forms of construction the vulnerability of the slabs to punching increases.
N. K. Subedi, P. S. Baglin
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Prestressed Concrete Flat Slabs
1977A short review on the analysis and the design of prestressed flat slabs is given. Some new aspects concerning flexural behavior, punching, reinforcement arrangement and detailing are presented. Different possible tendon layouts are compared. A new model for slabs with unbonded tendons and additional reinforcement is described.
Marti, P., Ritz, P., Thürlimann, B.
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Journal of the Structural Division, 1956
Results of study of moments in cast aluminum model of flat slab floor; all panels were square, and columns and capitals were round; model was two bays by three bays and was tested under air pressure with pattern type loading; moments obtained from SR-4 strain gage readings are compared with those obtained by continuous frame analysis following American
Mark W. Huggins, Watone L. Lin
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Results of study of moments in cast aluminum model of flat slab floor; all panels were square, and columns and capitals were round; model was two bays by three bays and was tested under air pressure with pattern type loading; moments obtained from SR-4 strain gage readings are compared with those obtained by continuous frame analysis following American
Mark W. Huggins, Watone L. Lin
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The Exact Theory of Flat Slabs
ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, 1961AbstractThe present paper deals with the bending of a flat slab which carries a uniformly distributed load over its entire surface and is supported by rows of equidistant columns with circular sections. In the first place the bending moments in an infinitely extending plate which carries a load at the origin are solved.
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The Advanced Theory of Flat Slabs
ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, 1966AbstractIn a preceding paper the author dealt with the bending moments in a uniformly loaded flat slab supported by columns with circular sections. In this paper the shearing forces in the flat slab, its deflection and the slopes of the deflection surface are expressed by the functions which are deduced from the Theta functions.
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Vulnerability of Flat Slab Structures
Structures Congress 2005, 2005Flat slab structures are widespread all over the world and have a high rate of occupancy. Therefore, an investigation of their vulnerability is an important task because the collapse of such a building can lead to fatal consequences. One of the hazard scenarios which could end in a progressive collapse is column failure.
Müllers, Ingo, Vogel, Thomas
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Advanced Materials Research, 2015
Results of latest experiments have revealed that the maximum punching resistance defined from crushing of concrete struts at the perimeter of a column is an insufficient criterion for limitation of maximum shear forces at the vicinity of the columns. Therefore further limitation has been recommended by CEN TC250 SC2 and introduced in STN EN 1992-1-1/NA
Ľudovít Fillo +2 more
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Results of latest experiments have revealed that the maximum punching resistance defined from crushing of concrete struts at the perimeter of a column is an insufficient criterion for limitation of maximum shear forces at the vicinity of the columns. Therefore further limitation has been recommended by CEN TC250 SC2 and introduced in STN EN 1992-1-1/NA
Ľudovít Fillo +2 more
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Resistance of Flat Slabs with Openings
Solid State Phenomena, 2017Flat slabs - locally supported slabs are an important and preferred type of modern buildings structures. The column – slab contact point has the concentration of compression but especially shear and tensile stresses which may cause sudden failure – punching of slabs.
Ľudovít Fillo +3 more
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