Results 201 to 210 of about 8,443 (260)
Comprehensive 4D Parallel Transmission Spatial-Spectral Pulse Design for Slab-Selective Uniform Water-Selective Excitation: Demonstration in the Human Brain at 7 Tesla. [PDF]
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SPE Journal, 2011
Summary A Green's function formulation for flow to a well in a reservoir of a composite structure with each internally homogeneous subreservoir arranged contiguously is presented. The formulation is then used to derive source functions. Attention is focused on line and point sources, with a view to consider fractured and horizontal wells.
R.. Raghavan, E.. Ozkan
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Summary A Green's function formulation for flow to a well in a reservoir of a composite structure with each internally homogeneous subreservoir arranged contiguously is presented. The formulation is then used to derive source functions. Attention is focused on line and point sources, with a view to consider fractured and horizontal wells.
R.. Raghavan, E.. Ozkan
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Journal of Structural Engineering, 1992
Most composite‐slab designs in the United States are based on the results of extensive testing programs. These programs result in the development of load tables that structural engineers use for the design of composite slabs. Details of the required test program and subsequent determination of design live loads are presented in the ASCE standard ...
W. Samuel Easterling, Craig S. Young
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Most composite‐slab designs in the United States are based on the results of extensive testing programs. These programs result in the development of load tables that structural engineers use for the design of composite slabs. Details of the required test program and subsequent determination of design live loads are presented in the ASCE standard ...
W. Samuel Easterling, Craig S. Young
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Plastic design of continuous composite slabs
Journal of Constructional Steel Research, 1990Abstract The present regulations for composite slabs contain simplifications for the design of continuous slabs. Plastic analysis is not allowed unless it can be shown that the plastic hinges have sufficient rotation capacity to allow for the redistribution of moments.
Stark, J.W.B., Brekelmans, J.W.P.M.
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Composite Floor Slab Design and Construction
Structural Engineering International, 1996Keywords: 320/ICOM Reference ICOM-ARTICLE-1996-003doi:10.2749/101686696780495923 Record created on 2008-01-24, modified on 2016-08 ...
Crisinel, M., O'Leary, D.
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New Method for the Design of Composite Slabs
Composite Construction in Steel and Concrete V, 2006Keywords: 510/ICOM Reference ICOM-CONF-2004-006View record in Web of Science Record created on 2008-01-24, modified on 2016-08 ...
Crisinel, M., Edder, P.
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Composite Performance of FRP—Concrete Composite Slabs
Journal of Residuals Science and Technology, 2016In this paper, four FRP-concrete composite slabs and one FRP profile without concrete slabs were tested through two types of shear connectors including FRP perfobond shear connectors and epoxy adhesive under positive and negative loads. For composite specimens under negative loads, flexural buckling failure was observed on the top flanges of FRP ...
Weichen Xue, Shiqian Zhang, Chang Ge
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Progress in Structural Engineering and Materials, 1998
AbstractComposite slabs are now one of the most popular methods of steel frame floor construction in the world. This article describes the history of their development with special reference to the research undertaken to predict their behaviour. The essential nature of the system is that the profiled steel sheeting acts as both a form and reinforcement
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AbstractComposite slabs are now one of the most popular methods of steel frame floor construction in the world. This article describes the history of their development with special reference to the research undertaken to predict their behaviour. The essential nature of the system is that the profiled steel sheeting acts as both a form and reinforcement
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Ductility of Composite Beams with Trapezoidal Composite Slabs
Composite Construction in Steel and Concrete VI, 2011Deep trapezoidal slabs supported compositely on steel I-beams by headed mechanical stud shear connectors provide a popular and economical structural solution for flooring in steel building frames, and they are used widely. When the ribs in the sheeting are oriented orthogonal to the steel beams so that longitudinal stresses traverse the voids ...
Mark A. Bradford, Yong-Lin Pi, Brian Uy
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International Communications in Heat and Mass Transfer, 1994
Abstract A solution by the Wiener-Hopf technique is derived for a model which describes quenching of a composite, infinitely long slab, including an imperfect contant between the laminates. On the wetted side upstream of the quench front a constant heat transfer coefficient is assumed, whereas the dry downstream region is supposed to be adiabatic ...
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Abstract A solution by the Wiener-Hopf technique is derived for a model which describes quenching of a composite, infinitely long slab, including an imperfect contant between the laminates. On the wetted side upstream of the quench front a constant heat transfer coefficient is assumed, whereas the dry downstream region is supposed to be adiabatic ...
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