Discussion on the Rationality Simplified Calculation Method of Reinforced Concrete Two-Way Slab

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Abstract:

We analyzed the rectangular slab with four sides supported, respectively elastic and plastic methods of calculation the slab. Generally considered l2/l1≤2 calculated as the two-way slab, 2< l2/l1<3 should be calculated as the two -way slab, however l2/l1≥3 calculated as one-way slab, consider these provisions is not reasonable, analysis shows, if using elastic or plasticity theory analysis, l2/l1 <3, or l2/l1 <4 as the two-way slab. Otherwise, it is one-way slab. Reasonable distinction between one-way slab and two-way slab are meaningful, not only simplifies the calculation, but also makes the design economical, safe and reliable.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

68-71

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Online since:

April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Code for Design of Concrete Structures. (GB50010-2010) (in Chinese).

Google Scholar

[2] Xu Zhilun. Concise Guide of Elastic Mechanics. Higher Education Press (2006). (in Chinese).

Google Scholar

[3] Southeast University, etc. Concrete Structures. Higher Education Press (2006). (in Chinese).

Google Scholar

[4] Jiang Lei,Yai Jitao. Discussion on Several Provisions of Code for Design of Concrete Structure in Two-Way Slab. Sichuan Building Scienc. Vol. 37-03 (2011), 84-86 (in Chinese).

Google Scholar

[5] Shen Pushing. Floor Structure Design Principles. Science Press, 2003 (in Chinese).

Google Scholar