期刊文献+

自适应设计法在连续钢梁桥上的应用 被引量:4

The autostress design method for design and evaluation for steel beam bridge
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摘要 笔者分析、介绍了一种新的钢结构塑性设计法———自适应设计法 (自动应力设计法 ) 。 This paper makes a point that the method,or the sp ec ial plastic design method of steel struction,which has be come the advanced dire ction of design or evaluation for steel beam bridge when the autostress design ( shakedown design) is analyzed and introduced.
作者 郑明训
出处 《重庆交通学院学报》 2001年第2期13-18,共6页 Journal of Chongqing Jiaotong University
基金 国家自然科学基金资助项目 自动应力效应在桥梁结构中的应用(5 950 80 11)
关键词 自适应设计法 残余弯矩 连续钢梁桥 shakedown residual moment continuous beam bridge
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参考文献1

  • 1PG霍奇 熊祝华(译).结构的塑性分析[M].北京:科学出版社,1966.102-106.

同被引文献19

  • 1宋天霞,邹时智,杨文兵.非线性结构有限元计算[M].武汉:华中理工大学出版社,1995.
  • 2Barker M G,Hartnagel B A,Schilling C G,Dishongh B E.Simplified Inelastic Design of Steel Girder Bridges[J].Journal of Bridge Engineering,ASCE,2000,5(1):58-66.
  • 3Barker M G.Shakedown Tests of One-Third-Scale Composite Bridge[J].Journal of Bridge Engineering,ASCE,1996,(2):2-9.
  • 4Barth K E,Hartnagel B A,White D W,Barker M G.Recommended Procedures for Simplified Inelastic Design of Steel I-Girder Bridges[J].Journal of Bridge Engineering,ASCE,2004,(5):230-242.
  • 5G Neal B.The Plastic Methods of Structural Analysis[M].2nd Edition.London:Chaman and Hall Ltd,1963.
  • 6Owen D R J,Hinton E.Finite Elements in Plasticity-Theory and Practice[M].Swansea:Pineridge Press Ltd,1980.
  • 7Barker M G. Inelastic Design of Steel Girder Bridges [J], Engineering Journal, AISC, 1995, 32 (1):34-40.
  • 8Barker M G, Bergson P F, French C E, et al. Shakedown Tests of One-Third-Scale Composite Bridges[J]. Journal of Bridge Engineering, 1996, 1 (1) : 2-9.
  • 9Barth K E, White D W. Inelastic Design of Steel Ⅰ-Girder Bridges [J]. Journal of Bridge Engineering, 1996, 5 (3) : 179-190.
  • 10Owen D G, Hinton E. Finite Elements in Plasticity-Theory and Practice [M]. Swansea U K. Pineridge Pr Ltd, 1980.

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