Results 251 to 260 of about 20,607,101 (285)
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Crack Control in Post-Tensioned One-Way Slab Systems
SP-225: Serviceability of Concrete: A Symposium Honoring Dr. Edward G. Nawy, 2005This paper presents an alternative procedure for computing restrained stresses induced by shrinkage and temperature effects. A method is proposed by which an equivalent shrinkage stress is calculated. The stress obtained is then used to design the shrinkage and temperature tendons.
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Compressive membrane action in reinforced concrete one-way slabs
Australian Journal of Structural Engineering, 2004The behaviour of reinforced concrete one-way slabs subjected to horizontal translational end restraint is described in this paper. The presence of the end restraint induces compressive membrane action in the slab, increasing its strength and stiffness above that calculated using flexural theory. The experimental component of this investigation involved
Hon, Alan +2 more
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MEMBRANE ACTION IN ONE-WAY SLAB STRIPS.
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 1992Lahlouh, E-H, Waldron, P
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Design Aids for Singly-Reinforced Beams and One-Way Slabs
ACI Journal Proceedings, 1975Graphs have been prepared for the design or analysis of singly reinforced beams and one-way slabs using the strength design method. A concrete strength of 3000 psi and a reinforcing steel strength of 60,000 psi has been used. Beams and slabs can be analyzed or designed by using these graphs. Two design examples are included to illustrate the use of the
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Two-way shear strength of reinforced concrete transfer slab-column connections
Engineering Structures, 2021Hyeon-Jong Hwang
exaly
Beam-and-slab construction: one-way slabs
2017Charles E. Reynolds, James C. Steedman
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Discussion of “Minimum Cost Selection of One-Way Slab Thickness”
Journal of the Structural Division, 1976+7 more sources
Effect of Strengthening Methods on Two-Way Slab under Low-Velocity Impact Loading
Materials, 2020Tian-Feng Yuan +2 more
exaly

