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连续组合梁挠度及强度计算的综合评述 被引量:4

Generalization of calculation about the deformation and strength in continuous composite beams
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摘要 对常温下连续组合梁挠度和强度计算中所涉及到的内力的确定以及塑性极限状态进行了分析,对影响内力计算的变刚度法和弯矩调幅法的修正建议进行了总结和比较。同时,对影响塑性极限状态分析的现行计算方法、剪切滑移、构造要求、有效宽度等作了深入论述,对结构设计具有参考价值。 In this paper,it has been carefully studied to calculate the deformation and strength of composite beams concerning with determination of inner force and analysis of ultimate plasticity in cross-section.Meanwhile,it has been extensively put forward to investigate the influence of the method of existing codes,shear slip effect,specification of constructions and effective flange width on the analysis of ultimate plasticity of cross-section in composite beams.It obviously help designers and engineers to get better understanding in this scope and make right decisions.
出处 《四川建筑科学研究》 2004年第1期1-3,共3页 Sichuan Building Science
关键词 连续组合梁 变刚度 剪切滑移 弯矩调幅法 塑性 挠度 剪切滑移 variation of rigidity shear slip effect amplitude modulation coefficients
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共引文献248

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  • 1周敉,贺拴海,宋一凡.基于挠度试验的梁式结构评估[J].长安大学学报(自然科学版),2004,24(5):40-42. 被引量:21
  • 2陈德来.连续梁桥连续刚构桥预拱度曲线趋势的理论分析[J].广西城镇建设,2007(5):78-80. 被引量:4
  • 3[2]建筑结构设计手册丛书编委会.钢与混凝土组合结构设计施工手册[M].北京:中国建筑出版社,1991.151~152
  • 4Y C Wang. Deflection of steel-concrete composite beams with partial shear interaction [J] ,J,Struct. Eng., 1998, 124 (10): 1159-1165.
  • 5Ciro Faelle, Enzo Martinelli, Emidio Nigro. Shear Connection Nonlinearity and Deflections of Steal-concrete Composite Beams: A Simplified Method [J] .J.Struct.Eng., 2003, 129 (1): 12-20.
  • 6Eurocode4. Design of Composite Steel and Concrete Structures [S] .
  • 7Jianguo Nie, C S Cai, et al. Steel-concrete composite beams considering shear slip effects [J] .J.Struct. Eng., 2003, 129 (4):495-506.
  • 8G Fabbrocino, G Manfredi, E Cosenza. Analysis of continuous composite beams including partial interaction and bond [J] .J.Struct.Eng.2000, 126 (11): 1288-1294.
  • 9Luigino Dezi, Graziano Leoni, Angelo Marcello Tarantino.Algebraic methods for creep analysis of continuous composite beams [J] .J.Struct. Eng., 1996, 122 (4) 423-430.
  • 10Wang Y C.Deflection of steel-concrete composite beams with partial shear interaction[J].J Struct Eng,1998,124(10):1159-1165.

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