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Abstract

In this paper, an evaluation was tried for the impact of structural design on structural response. Several situations are foreseen as the possibilities of changing the distribution of the structural elements (sails, columns, etc.), the width of the structure and the number of floors indicates the adapted type of bracing for a given structure by referring only to its Geometric dimensions.

This was done by studying the effect of the technical design of the building on the natural frequency of the structure with the study of the influence of the distribution of the structural elements on the seismic response of the building, taking into account of the requirements of the Moroccan earthquake regulations 2000/2011 and using the ANSYS APDL and Robot Structural Analysis software.

  • [1]

    Radeva S. Simulation and analysis of seismic response of a structure for Sofia region with synthetic accelerograms, Acta Geodaetica et Geophysica Hungarica, Vol. 43, No. 2-3, 2008, pp. 359367.

    • Search Google Scholar
    • Export Citation
  • [2]

    Neagu C. , Dinu, F. Dubina D. Seismic performance of steel plate shear walls structures. Pollack Periodica, Vol. 6, No. 1. 2011, pp. 4758.

    • Search Google Scholar
    • Export Citation
  • [3]

    Newmark N. M. , Rosenblueth E. Fundamentals of earthquake engineering, Prentice-Hall, 1971.

  • [4]

    Khail L. , Sadek, M., Shahrour I. Influence of soil-structure interaction (ISS) on the fundamental frequency of buildings (USTL), Earthquake Engineering and Structural Dynamics, Vol. 36, No. 15, 2007, pp. 24452453.

    • Search Google Scholar
    • Export Citation
  • [5]

    Moroccan earthquake regulations, RPS 2000, Ministry of Housing and the Development of Space, Morocco, version of 2011 and 2000.

  • [6]

    Terki C. , Julier, A., Fiquet I. Study of the movements of a structure during an earthquake, Projet de Physique P6 STPI/P6/2015-16, INSA ROUEN, 2015.

    • Search Google Scholar
    • Export Citation
  • [7]

    Mechanical APDL Documentation, ANSYS 14.5, Element reference, BEAM188.

  • [8]

    Robot-Autodesk Documentation, V2014, Computer and structures, tutorial-seismic simulation analysis.

  • [9]

    Anand V. , Kumar S. R. S. Seismic soil-structure interaction: A state-of-the-art review, Structures, Vol. 16, 2018, pp. 317326.

  • [10]

    Szép J. Modeling laterally loaded piles, Pollack Periodica, Vol. 8, No. 2, 2013, pp. 117129.

  • [11]

    Chen Q. , Zhao, Z., Zhang, R., Pan C. Impact of soil-structure interaction on structures with inerter system, Journal of Sound and Vibration, Vol. 433, 2018, pp. 115.

    • Search Google Scholar
    • Export Citation

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Language: English

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