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水平加筋砌块墙的抗弯性能

Flexural Behavior of Joint Reinforced Block Masonry Walls
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摘要 介绍了国外水平跨缝配筋的砌块墙体,在平面外单侧荷载作用下的性能所作的试验研究。总共试验万块足尺的墙体,用以测定水平钢筋的数量与种类,以及砌合方式(顺砌与顶砌)对墙体性能的影响,其中包括裂缝弯矩、荷载-挠度关系和抗弯强度。 This paper introduced an experimental study abroad of the behavior of horizontally spanning joint reinforced block masonry walls under out - of - plane monotonic lateral loading. Five full-scale wall panels were tested to determine the effect of a mount and type of horizontal steel and bond pattern (running versus stack bond )on wall behavior including cracking moment,load - deflection relationships and flexural strenth.
出处 《山东建材》 2007年第4期7-11,共5页 Shandong Building Materials
关键词 砌块墙体 单侧荷载 砌合方式 裂缝弯矩 blocd masory walls monotonic lateral loading bond pattern cracking moment
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参考文献4

  • 1Ahmad A. Hamid,Catherine Chia- Calabria,and Harry G. Hariis, Flexural Behavior of Joint Reinforced Block Masonry Walls. AC1 Structural Journal, Vol. 89, No. 1, January - February, 1992, pp. 20 - 26. 被引量:1
  • 2Hamid, A. A. ; chia, C. ; and Harris, H. G, Flexural Strength of Joint reinforced Block Masonry Walls. Proceedings of th Eighth International Brick/Block Masonry Conference, Dublin, Sept, 1988, pp. 653 - 664. 被引量:1
  • 3International Conference of Building Officials, Masonry Codes and Specifications. Uniform Building Code, Whittier, 1988, Chapter 24. 被引量:1
  • 4Building Code Requirements for concrete Masonry Structures, ACI - 530/ASCE - 5 Standard. American concrete Institute and American Society of Civil Engineers, 1988. 被引量:1

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