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您現在的位置:建筑結構>> 期 刊>> 2013年>> 增刊S1(上)>>正文內容
鋼筋混凝土異形板有限元分析與配筋設計
林海1,竇玉斌2
摘 要

 

(1奧雅納工程咨詢(上海)有限公司深圳分公司, 深圳 5180262天津大學建筑設計研究院,天津300073)
 
[摘要] 本文從鋼筋混凝土板的內力平衡微分方程和下限定理出發(fā),對板的設計原理進行分析,從而指出鋼筋混凝土異形板采用基于有限元的內力分析卻忽略其扭矩的傳統(tǒng)設計方法所存在的問題,并在此基礎上提出合理的設計建議,通過對案例進行分析,證實其合理性。本文的異形板有限元分析和設計方法可供相關工程參考。
[關鍵詞] 鋼筋混凝土異形板;筏板基礎;有限元;扭矩設計
中圖分類號:TU375.2      文獻標識碼:A      文章編號:1002-848X(2013)S1-0692-05
 
FEM Based Analysis and Design for Irregular Reinforced Concrete Slab
Lin Hai 1  ,Dou Yubin 2
(1 ARUP, Shenzhen 518026, China; 2 Tianjin University Research Institute of Architectural Design, Tianjin 300073, China)
 
AbstractThis paper study the fundamental methodology of RC slab design from the perspective of Lagrange's 4th order partial differentiation equation and lower bound theorem, then a problem of traditional design approach for Irregular RC Slab which mainly focus on deriving alternative moment fields by eliminating the twisting moment was specified. Two design cases were introduced and checked with suggested approachs that design Irregular RC Slab based on FEM. Methodology for irregular RC slab design stated in this paper can be used as reference for other projects.
Keywordsirregular reinforced concrete slab;foundation raft;finite element method; twisting moment design
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