Results 231 to 240 of about 510,076 (286)

Experimental realization of dice-lattice flat band at the Fermi level in layered electride YCl. [PDF]

Nat Commun
Geng S, Wang X, Guo R, Qiu C, Chen F, Wang Q, Li K, Hao P, Liang H, Huang Y, Wu Y, Cui S, Sun Z, Kim TK, Cacho C, Dessau DS, Zhou BT, Li H.   +17 more
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Developing Interface Force Fields for Water and Oxygen on Pt, and <i>Pt</i> _<i>3</i> <i>Ni</i>, <i>Pt</i> _<i>3</i> <i>Co</i> Alloy Surfaces for Proton-Exchange Membrane Fuel Cell (PEMFC) Applications. [PDF]

ACS Omega
Kale AS, Raabe G.
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Effects of Performance Variations in Key Components of CRTS I Slab Ballastless Track on Structural Response Following Slab-Replacement Operations. [PDF]

Materials (Basel)
Wu W, Lu H, He Y, Xia H.
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Design of slab–column junctions in flat slabs

Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2003
In 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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Moments in Flat Slabs

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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Prestressed Concrete Flat Slabs

1977
A 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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The Exact Theory of Flat Slabs

ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, 1961
AbstractThe 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, 1966
AbstractIn 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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Flat Slab and Waffle Slab Systems

1994
The effects of column grid size, number of storeys, use of mild/high yield steel reinforcement, location of structural element, grade of concrete and provision of column heads in structural systems on the quantities of various constituents of reinforced concrete construction using flat slabs and waffle slabs have been studied and presented in the form ...
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Vulnerability of Flat Slab Structures

Structures Congress 2005, 2005
Flat 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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