Analytical approach for membrane action in laterally-restrained reinforced concrete square slabs under uniformly distributed loads

Author:

Wang Shan,Kang Shao-BoORCID,Fu Qiao-Ling,Ma Jiaxing,Ziolkowski Patryk

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference30 articles.

1. The ultimate strength and long-term behaviour of uniformly loaded, two-way concrete slabs with partial lateral restraint at all edges;Park;Mag. Concr. Res.,1964

2. Tensile membrane behaviour of uniformly loaded rectangular reinforced concrete slabs with fully restrained edges;Park;Mag. Concr. Res.,1964

3. The lateral stiffness and strength required to ensure membrane action at the ultimate load of a reinforced concrete slab and beam floor;Park;Mag. Concr. Res.,1965

4. Strength and Behavior of Restrained Reinforced Concrete Slabs under Static and Dynamic Loading. Technical Report R-621;Keenan,1969

5. Compressive Membrane Capacity Estimates in Laterally Edge Restrained Reinforced Concrete One-Way Slabs. UILU-ENG-99-2009;Welch,1999

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