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钢筋混凝土薄钢板组合剪力墙的试验研究 被引量:3

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作者 徐悦
出处 《建筑技术》 北大核心 2002年第5期351-352,共2页 Architecture Technology
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  • 1宗丽杰,赵滇生.钢板混凝土组合剪力墙抗震性能研究[J].工业建筑,2007,37(z1):715-718. 被引量:3
  • 2李国强,张晓光,沈祖炎.钢板外包混凝土剪力墙板抗剪滞回性能试验研究[J].工业建筑,1995,25(6):32-35. 被引量:64
  • 3廖飞宇,陶忠,韩林海.钢-混凝土组合剪力墙抗震性能研究简述[J].地震工程与工程振动,2006,26(5):129-135. 被引量:38
  • 4CACCESE V, ELGAALY M. Experimental study of thin steel-plate shear walls under cyclic load [ J]. J of Structural Engrg ASCE, 1993, 119 (2): 573-587.
  • 5ASTANEH-ASL Abolhassan, ZHAO Qiu-hong. Cyclic behavior of steel shear wall systems [ C ] //Proceedings of Annual Stability Conference, Structural Stability Research Council. Seattle, WA: Structural Stability Research Council, 2002: 21-36.
  • 6YAMADA Minoru. Steel panel encased R C composite shear walls [C]// Composite Construction in Steel and Concrete Ⅱ. New York: ASCE, 1992: 899-912.
  • 7DRIVER R G, KULAK G L, ELWI A E, et al. FE and simplified models of steel plate shear wall[ J]. ASCE Journal of Structure Engineer, 1997, 124(2): 121.
  • 8ANWAR Hossain K M. Design aspects of double skin profiled composite framed shear walls in construction and service stages [ J]. ACI Structural Journal, 2004, 101 (1) : 94-102.
  • 9Astaneh-asl A, Zhao Q H. Cyclic behavior of steel shear wall systems [C]//Proceedings-Annual Stabili- ty Conference, Structural Stability Research Council, Seattle : Structural Stability Research Council, 2002. 21-36.
  • 10Caccese V, Elgaaly M. Experimental study of thin steel-plate shear walls under cyclic load[J].Journal of Structural Engineering, 1993, 119 (2) : 573-587.

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