Wang Chunwu. PLASTIC ANALYSIS OF ROUND CONCRETE SLABS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 40-42. doi: 10.13204/j.gyjz200512012
Citation:
Wang Chunwu. PLASTIC ANALYSIS OF ROUND CONCRETE SLABS[J]. INDUSTRIAL CONSTRUCTION , 2005, 35(12): 40-42. doi: 10.13204/j.gyjz200512012
Wang Chunwu. PLASTIC ANALYSIS OF ROUND CONCRETE SLABS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 40-42. doi: 10.13204/j.gyjz200512012
Citation:
Wang Chunwu. PLASTIC ANALYSIS OF ROUND CONCRETE SLABS[J]. INDUSTRIAL CONSTRUCTION , 2005, 35(12): 40-42. doi: 10.13204/j.gyjz200512012
PLASTIC ANALYSIS OF ROUND CONCRETE SLABS
Received Date: 2004-12-20
Publish Date:
2005-12-20
Abstract
The ultimate bearing capacity of round reinforced concrete slabs and slabs with opening is studied based upon the plastic theory, which may be a reference for actual structural design.
References
GB 50010-2002 混凝土结构设计规范
[2] 00G101 混凝土结构施工平面整体表示方法制图规则和构造详图.中国建筑标准设计研究所
[3] Park R,Gamble W L,Reinforced Concrete Slabs.New York:A Wiley-Intersience Publication.Copyright:1980.274~403
[4] Hughes B P.Limit State Theory for Reinforced Concrete Design (Third edition),London:Pitmam Publishing Limted.1980.1~41,349~425
[5] 刘建新,王红伟.开洞钢筋混凝土板极限承载力的塑性简化分析.工业建筑,2002,32(5):32~34
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