Earthquake resistance of the "SCT" large panel building system

Authors

  • M. Fischinger E.K. University, Ljubljana, Slovenia
  • P. Fajfar E.K. University, Ljubljana, Slovenia
  • F. Capuder E.K. University, Ljubljana, Slovenia

DOI:

https://doi.org/10.5459/bnzsee.20.4.281-289

Abstract

An analytical study of a large panel system to be used in high seismicity areas is presented in the paper. The analytical investigations are supported by experimental results. Special attention is given to inelastic response history analysis. New mathematical models of the hysteretic behaviour of joints, taking into account shear slip and gap opening, were developed and incorporated into the DRAIN-2D-2 program. Due to the system’s suitable structural concept, a nearly monolithic response of SCT large panel buildings to strong earthquakes has been observed, which makes possible the construction of such buildings up to 10 stories high in zones with intensity IX.

References

Becker, J.M., LLorente, C. and Mueller, P. 1980."Seismic Response of Precast Concrete Walls" Earthquake Engineering and Structural Dynamics 8: 545-564. DOI: https://doi.org/10.1002/eqe.4290080605

Kanaan, A.E. and Powell, G.H. 1973. DRAIN-2D. "A General Purpose Computer Program for Dynamic Analysis of Planar Structures". University of California, Berkeley. Research Report No. UCB/EERC-73/6. Berkeley.

Jacques, F.J. and Becker, J.M. 1981. "Seismic Design of Precast Wall Systems – Summary Paper". Proceedings of a .workshop on "Design of Prefabricated Concrete Buildings for Earthquake Loads", ATC, Berkeley, California: 586-607.

Mueller, P. 1981. "Behavioural Characteristics of Precast Walls" Proceedings of a workshop on "Design of Prefabricated Concrete Buildings for Earthquake Loads", ATC, Berkeley, California: 277-308.

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Park, R. and Paulay, T. 1980. "Concrete Structures" Chapter 5 in "Design of Earthquake Resistant Structures", E. Rosenblueth, Editor. John Wiley and Sons, New York.

Paulay, T. 19 81. "The Design of Reinforced Concrete Ductile Shear Walls for Earthquake Resistance" University of Canterbury. Department of Civil Engineering. Research Report No. 81-1. Christchurch, New Zealand.

Schricker, V. and Powell, G.H., 1980. "Inelastic Seismic Analysis of Large Panel Buildings" University of California, Berkeley. Research Report No. UCB/EERC-80/38. Berkeley.

Tornazevic, M., Lutman, M., Valechovski , T., and Zarnic, R. 1987. "Experimental Study of Seismic Behaviour of the SCT Large Panel System" To appear in Proceedings of "International Conference on Design, Construction and Repair of Building Structures in Earthquake Zones". Sept. 28 - Oct. 2, 1987, Dubrovnik, Yugoslavia.

United National Industrial Development Organization. 1985. "Design and Construction of Prefabricated Reinforced Concrete Building Systems" Vol. 2 of Research Report on UNDP/UNIDO Project RER/79/015 "Building Construction Under Sesimic Conditions in the Balkan Region". Vienna.

Fischinger, M. and Fajfar, P. 1987. "Parametric Study of Inelastic Response Spectra". Proceedings of the Pacific Conference on Earthquake Engineering, Vol. 4, pp. 237-248.

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Published

31-12-1987

How to Cite

Fischinger, M., Fajfar, P., & Capuder, F. (1987). Earthquake resistance of the "SCT" large panel building system. Bulletin of the New Zealand Society for Earthquake Engineering, 20(4), 281–289. https://doi.org/10.5459/bnzsee.20.4.281-289

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