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Volume 43 Issue 4
Dec.  2014
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Liang Xingwen, Chen Difa, Huang Xiaokun, Zhu Aiping. CALCULATION METHOD FOR DEFLECTION OF REINFORCED CONCRETE TWO-WAY SLAB-AND-BEAM FLOOR SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 71-75. doi: 10.13204/j.gyjz201304015
Citation: Liang Xingwen, Chen Difa, Huang Xiaokun, Zhu Aiping. CALCULATION METHOD FOR DEFLECTION OF REINFORCED CONCRETE TWO-WAY SLAB-AND-BEAM FLOOR SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 71-75. doi: 10.13204/j.gyjz201304015

CALCULATION METHOD FOR DEFLECTION OF REINFORCED CONCRETE TWO-WAY SLAB-AND-BEAM FLOOR SYSTEM

doi: 10.13204/j.gyjz201304015
  • Received Date: 2012-04-26
  • Publish Date: 2013-04-20
  • For the interior slab, the edge slab and the corner slab of cast-in-situ reinforced concrete two-way slab-and-beam floor system, it was carried out the static loading test under uniformly distributed load respectively, and metered the beams and slabs deflections of three slabs.Through considering the influence of boundary supporting condition, the deflection calculation formulas of three typical slabs of two-way slab were established, and comparing the deflection values calculated by the formulas to the experimental results.The results showed that under uniformly distributed load the two-way slab deflections at the midspan section calculated by elastic thin plate theory differed significantly from the test results, and the deflection values obtained by the deflection calculation formulas in this paper matched well with the test results.
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  • [2] Nilson N. Design of Concrete Structures[M]. The McGraw-Hill Companies, Inc.1997:59-64,189-205.
    Park R, Gamble W L. Reinforced Concrete Slabs[M]. New York: John Wiley and Sons,1980:21-37.
    [3] Andrew Scanlon, Murray David W. Practical Calculation of Twoway Slab Deflections[J]. Concrete International,1982(11):43-50.
    [4] Kuan - Yung Chang, Shyh-Jiann Hwang, Associate Member, ASCE. Practical Estimation of Two-way slab Deflections[J]. Journal of Structural Engineering,1996,122(2):150-159.
    [5] 冯然,张先进.钢筋混凝土双向板的非线性挠度分析[J].武汉理工大学学报,2003,25(11):47-49.
    [6] 张先进,刘丽,石俊.基于梁变形影响的混凝土双向板的挠度分析[J].华中科技大学:城市科学版,2008,25(3):207-210.
    [7] 张平生.四边简支钢筋混凝土双向板挠度计算与板厚确定[J].西安冶金建筑学院学报,1991,23(3):358-365.
    [8] 袁涛.普通钢筋混凝土双向板正常使用阶段变形计算[D].哈尔滨:哈尔滨工业大学,2008.
    [9] GB 500102010混凝土结构设计规范[S].
    [10] ACI Committee, Building Code Requirments for Structural Concrete (ACI 318-08) and Commentary[S].
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