DOI QR코드

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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)
  • 투고 : 2007.10.11
  • 심사 : 2009.08.31
  • 발행 : 2009.11.30

초록

키워드

참고문헌

  1. Einea, A., Todros, M.K., Salmon, D.C., Culp, T.D. and Culp, T.D. (1994), 'A new structurally and thermally efficient sandwich panel system', PCI J., 39(4), 90-101
  2. Kabir, M.Z., Jahanpour, A.R. and Rahbar, M.R. (2004), An estimation of ductility and the behavior factor of 3D sandwich shotcreted panels subjected to monotonic shear loads, High Performance Structures and Materials II
  3. Kabir, M.Z., Rezaifar, O. and Rahbar, M.R. (2007), 'Upgrading flexural performance of prefabricated sandwich panels under vertical loading', Struct. Eng. Mech., 26(3), 277-296 https://doi.org/10.12989/sem.2007.26.3.277
  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)

피인용 문헌

  1. Application of dynamic analysis and modelling of structural concrete insulated panels (SCIP) for energy efficient buildings in seismic prone areas vol.128, 2016, https://doi.org/10.1016/j.enbuild.2016.06.049
  2. Estimation of the load-deformation responses of flanged reinforced concrete shear walls vol.73, pp.5, 2009, https://doi.org/10.12989/sem.2020.73.5.529