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内藏桁架混凝土组合低剪力墙软化桁架模型

曹万林, 常卫华, 赵长军, 张建伟

曹万林, 常卫华, 赵长军, 张建伟. 内藏桁架混凝土组合低剪力墙软化桁架模型[J]. 北京工业大学学报, 2008, 34(3): 258-264.
引用本文: 曹万林, 常卫华, 赵长军, 张建伟. 内藏桁架混凝土组合低剪力墙软化桁架模型[J]. 北京工业大学学报, 2008, 34(3): 258-264.
CAO Wan-lin, CHANG Wei-hua, ZHAO Zhang-jun, ZHANG Jian-wei. The Softened-Truss Model of Low-rise RC Shear Wall with Concealed Truss[J]. Journal of Beijing University of Technology, 2008, 34(3): 258-264.
Citation: CAO Wan-lin, CHANG Wei-hua, ZHAO Zhang-jun, ZHANG Jian-wei. The Softened-Truss Model of Low-rise RC Shear Wall with Concealed Truss[J]. Journal of Beijing University of Technology, 2008, 34(3): 258-264.

内藏桁架混凝土组合低剪力墙软化桁架模型

基金项目: 

国家自然科学基金资助项目(50678010)

北京市属市管高校拔尖创新人才基金资助项目(05004311200501)

北京市自然科学基金资助项目(8072007)

详细信息
    作者简介:

    曹万林(1954-),男,河北乐亭人,教授.

  • 中图分类号: TU375

The Softened-Truss Model of Low-rise RC Shear Wall with Concealed Truss

  • 摘要: 为了改善低剪力墙的抗震能力,提出了内藏桁架混凝土组合低剪力墙,并对其进行了低周反复荷载下的抗震性能试验研究.在试验研究的基础上,结合国内外已有的软化桁架模型理论建立了内藏桁架混凝土组合低剪力墙的软化桁架模型.该模型在内藏桁架混凝土组合低剪力墙的初裂阶段,其裂缝延伸方向垂直于混凝土主拉应力方向;在裂缝初裂后的发展过程中,其延伸方向受到内藏桁架的影响.计算结果与试验结果符合较好.
    Abstract: In order to improve the seismic performance of the low-rise RC shear wall,the idea of the low-rise RC shear wall with concealed truss was put forward.Cyclic loading tests of the low-rise RC walls with concealed truss were carried out.Based on the experiment and the existing softened-truss model,the softenedtruss model of shear wall with concealed truss was proposed.The new model considered that the inclination of the concrete crack was vertical to principal stress direction determined by external stress at early cracking,and was led by the concealed truss throughout its postcracking loading history.The results of calculation coincided with the test well.
  • [1] 曹万林,常卫华.内藏钢桁架混凝土组合剪力墙:中国,ZL200520017358. 1[P].2006-06-28.

    CAO Wan-lin,CHANG Wei-hua.Composite shear wall with concealed steel truss:China,ZL200520017358. 1 [P].2006-06-28.

    [2] 曹万林,张建伟,陶均平,等.内藏钢桁架混凝土组合剪力墙与钢桁架抗震性能比较[J].北京工业大学学报,2007,33(1) :31-36. CAO Wan-lin,ZHANG Jian-wei,TAO Jun-ping,et al.Seismic performance comparison between shear wall with concealed steel truss and steel truss[J].Journal of Beijing University of Technology,2007,33(1) :31-36. (in Chinese)
    [3] 曹万林,张建伟,陶均平,等.内藏钢桁架混凝土组合剪力墙抗震性能试验研究[J].东南大学学报,2007,37(2) :195-200. CAO Wan-lin,ZHANG Jian-wei,TAO Jun-ping,et al.Experimental study on seismic behavior of shear wall with concealed truss[J].2007,37(2) :195-200. (in Chinese)
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    HSU T T C.Softening truss model theory for shear and torsions[J].Structural Journal of the American Concrete Institute,1988,85(6) :624-635.

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    YU Hsin-wan,HWANG Shyh-jiann.Evaluation of softened truss model for strength prediction of reinforced concrete squat walls[J].2005,131(8) :839-846.

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    BELARBI A,HSU T T C.Constitutive laws of softened concrete in tension and reinforcing bars stiffened by concrete[J]. Structural Journal of the American Concrete Institute,1994,91(4) :465-474.

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  • 被引次数: 0
出版历程
  • 收稿日期:  2007-04-27
  • 网络出版日期:  2023-01-10

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