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Experimental investigation of performance in L-shaped wall to wall corner connections of 3D Panels subjected to lateral cyclic loading

  • Kabir, M.Z. (Department of Civil and Environmental Engineering, Amirkabir University of Technology) ;
  • Vasheghani-Farahani, R. (Department of Civil and Environmental Engineering, Amirkabir University of Technology)
  • Received : 2007.10.11
  • Accepted : 2009.08.31
  • Published : 2009.11.30

Abstract

Keywords

References

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  4. Kim, T.H., Lee, K.M., Yoon, C. and Shin, H.M. (2003), 'Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake II: Numerical validation', J. Struct. Eng., ASCE, 129(9), 1208-1219 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:9(1208)
  5. Nijhawan, J.C. (1998), 'Insulated wall panels interface shear transfer', PCI J., 43(6), 98-101
  6. Park, R. (1988), 'Ductility evaluation from laboratory and analytical testing', Proceeding of Ninth World Conference on Earthquake Engineering, Tokyo, Japan, August 2-9
  7. Salmon, D.C. and Einea, A. (1995), 'Partially composite sandwich panel deflections', J. Struct. Eng., 121(4), 778-783 https://doi.org/10.1061/(ASCE)0733-9445(1995)121:4(778)

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