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Influences the Shape of the Floor on the Behavior of Buildings Under Seismic Effect

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Proceedings of the 4th International Symposium on Materials and Sustainable Development (ISMSD 2019)

Abstract

Earthquakes are among the most deadly natural events, as we have seen during the Sumatra earthquake (12/26/2004> 227 000 deaths) or the earthquake in Haiti (12/01/2010> 220 000 deaths). Even if it is not possible to predict the next seismic event, the mechanism of the earthquake is now better known. Structural damage after an earthquake is always a challenge for researchers and engineers pushing to improve and increase the capacity of structures. To this end, in this article we have proposed a new structure form cells of bees that is to say in the hexagonal form. To demonstrate the success of our proposal and its feasibility we made a comparison between two 3D digital models of hexagonal shape (cell bee) and ancient form. The results from the comparison ascertain the behavior of our model of hexagonal shape (cell bee) very effective in reducing the movements along all axes (x, y) and his more economical as ancient form. Finally, we can say that this proposed new form hexagonal structures form or as a bee cells is capable of reducing earthquake disasters.

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References

  • Abdelhak, et al.: Thermal buckling response of functionally graded sandwich plates with clamped boundary conditions. Smart Struct. Syst. 18(2), 267–291 (2016)

    Google Scholar 

  • Abualnour, et al.: A novel quasi-3D trigonometric plate theory for free vibration analysis of advanced composite plates. Compos. Struct. 184, 688–697 (2018)

    Google Scholar 

  • Adim, B., Hassaine Daouadji, T., Abderrezak, R., Amine, B.M., Mohamed, Z., Boussad, A.: Mechanical buckling analysis of hybrid laminated composite plates under different boundary conditions. Struct. Eng. Mech. 66(6), 761–769 (2018)

    Google Scholar 

  • Adim, B., Hassaine Daouadji, T., Abbas, B., Rabahi, A.: Buckling and free vibration analysis of laminated composite plates using an efficient and simple higher order shear deformation theory. J. Mech. Ind. 17(5), 512 (2016)

    Google Scholar 

  • Akshat, Gurpreet Singh: A review on structural performance of diagrid structural system for high rise buildings. Int. J. Innov. Res. Sci. Eng. Technol. 7(2), 1315–1322 (2018)

    Google Scholar 

  • Ambrisi, A.D., De Stefano, M., Viti, S.: Seismic performance of irregular 3DRC frames. In: The 14 World Conference on Earthquake Engineering (2008)

    Google Scholar 

  • Avnish, K.R., Rashmi, S.: Comparative analysis of a high rise building frame with and without diagrid effects under seismic zones III&V. Int. J. Eng. Sci. Res. Technol. 6(9), 95–101 (2017)

    Google Scholar 

  • Arman, M.: Analysis & designing G+10 storied building by studs & STAAD pro software & comparing the design results. Int. J. Sci. Res. Dev. 6(1), 701–704 (2018)

    Google Scholar 

  • Belkacem, A., Hassaine Daouadji, T., Rabahi, A.: A simple higher order shear deformation theory for bending, buckling, and dynamic of laminated composite plates. Int. J. Adv. Struct. Eng. 8, 103–117 (2016)

    Google Scholar 

  • Belabed, et al.: A new 3-unknown hyperbolic shear deformation theory for vibration of functionally graded sandwich plate. Earthq. Struct. 14(2), 103–115 (2018)

    Google Scholar 

  • Bekki, et al.: Influence of the distribution shape of porosity on the bending FGM new plate model resting on elastic foundations. Struct. Eng. Mech. 72(1), 823–832 (2019)

    Google Scholar 

  • Benferhat, et al.: Effect of porosity on the bending and free vibration response of functionally graded plates resting on Winkler-Pasternak foundations. Eartq. Struct. In. J. 10(5), 1429–1449 (2016a)

    Google Scholar 

  • Benferhat, R., Hassaine Daouadji, T., Mansour, M.S.: Free vibration analysis of FG plates resting on the elastic foundation and based on the neutral surface concept using higher order shear deformation theory. Comptes Rendus Mecanique 344(9), 631–641 (2016b)

    Google Scholar 

  • Benferhat, et al.: Static analysis of the FGM plate with porosities. Steel Compos. Struct. Int. J. 21(1), 123–136 (2016c)

    Google Scholar 

  • Benferhat, R., et al.: Effect of distribution shape of the porosity on the interfacial stresses of the FGM beam strengthened with FRP plate. Earthq. Struct. 16(5), 601–609 (2019a)

    Google Scholar 

  • Benferhat, R., et al.: Effect of porosity in interfacial stress analysis of perfect FGM beams reinforced with a porous functionally graded materials plate. Struct. Eng. Mech. 72(3), 293–304 (2019b)

    Google Scholar 

  • Benhenni, M., Hassaine Daouadji, T., Abbes, B., Li, Y.M., Abbes, F.: Analytical and numerical results for free vibration of laminated composites plates. World Acad. Sci. Eng. Technol. Int. J. Chem. Mol. Eng. 12(6), 300–304 (2018)

    Google Scholar 

  • Benhenni, M.A., et al.: Numerical analysis for free vibration of hybrid laminated composite plates for different boundary conditions. Struct. Eng. Mech. 70(5), 535–549 (2019a)

    Google Scholar 

  • Benhenni, M.A., et al.: A comparison of closed form and finite element solutions for the free vibration of hybrid cross ply laminated plates. Mech. Compos. Mater. 55(2) (2019b)

    Google Scholar 

  • Bensattalah, et al.: Analytical analysis for the forced vibration of CNT surrounding elastic medium including thermal effect using nonlocal Euler-Bernoulli theory. Adv. Mater. Res. 7(3), 163–174 (2018)

    Google Scholar 

  • Bensattalah, et al.: Theoretical analysis of chirality and scale effects on critical buckling load of zigzag triple walled carbon nanotubes under axial compression embedded in polymeric matrix. Struct. Eng. Mech. 70(3), 269–277 (2019a)

    Google Scholar 

  • Bensattalah, T., et al.: A new nonlocal beam model for free vibration analysis of chiral single-walled carbon nanotubes. Compos. Mater. Eng. 1(1), 21–31 (2019b)

    Google Scholar 

  • Chaded, et al.: A high-order closed-form solution for interfacial stresses in externally sandwich FGM plated RC beams. Adv. Mater. Res. 6(4), 317–328 (2017)

    Google Scholar 

  • Davidovici, V.: Conception et réalisation d’établissements de santé en zone sismique. Edition Avril 2010 (2010)

    Google Scholar 

  • Deepak, L., Mehandiratta, M.: (2019) Results and analysis of hexagrid and diagrid systems in multi storey buildings. Int. J. Sci. Eng. Technol. 7, 3 (2019)

    Google Scholar 

  • FejesToth, L.: Über das kürzeste Kurvennetz das eine Kugeloberflächeinflächengleichekonvexe Teilzerlegt, Mat. Term.-tud. Ertesitö 62, 349–354 (1943)

    Google Scholar 

  • Fourn, et al.: A novel four variable refined plate theory for wave propagation in functionally graded material plates. Steel Compos. Struct. 27(1), 109–122 (2018)

    Google Scholar 

  • Gioncu, V., Mateescu, G.: Seismic input and codification – influence of the type of seismic motion and moment resistant connections of steel frames in seismic areas. In: Mazzolani, F.M. (eds.) Design and Reliability, London, pp. 57–90 (2000). ISBN 0-415-23577-4

    Google Scholar 

  • Hadji, et al.: Dynamic behavior of FGM beam using a new first shear deformation theory. Eartq. Struct. Int. J. 10(2), 451–461 (2016)

    Google Scholar 

  • Hassaine Daouadji, T., et al.: A novel higher order shear deformation theory based on the neutral surface concept of FGM plate under transverse load. Adv. Mater. Res. 5(2), 107–120 (2016a)

    Google Scholar 

  • Hassaine Daouadji, T., et al.: Bending analysis of an imperfect FGM plates under hygro-thermo-mechanical loading with analytical validation. Adv. Mater. Res. 5(1), 35–53 (2016b)

    Google Scholar 

  • Hassaine Daouadji, T., et al.: Theoretical analysis of composite beams under uniformly distributed load. Adv. Mater. Res. 5(1), 001–009 (2016c)

    Google Scholar 

  • Hassaine Daouadji, T., et al.: Mechanical behaviour of FGM sandwich plates using a quasi-3Dhigher order shear and normal deformation theory. Struct. Eng. Mech. 61(1), pp. 49–63 (2017)

    Google Scholar 

  • Hassaine Daouadji, T.: Flexural behaviour of steel beams reinforced by carbon fiber reinforced polymer: experimental and numerical study. Struct. Eng. Mech. 72(4), 409–419 (2019)

    Google Scholar 

  • Hugo, B., Darbre, G.R., Deichmann, N., Koller, M.G., Studer, J., Tiniç, S., Tissières, P., Wenk, Th., Wieland, M., Zwicky, P.: Handlungs bedarfvon Behörden, Hochschulen, Industrie und Privatenzur Erdbebensicherung der Bauwerke in der Schweiz. Documentation SGEB/SIA D0150, Société suisse des ingénieurs et architectes, Zurich (1998)

    Google Scholar 

  • Hugo, B.: Conception parasismique des bâtiments – Principes de base à l’attention des ingénieurs, architectes, maîtres d’ouvrages et autorités Directives de l’OFEG. Richtlinien des BWG – Direttivedel l’UFAEG Berne (2002)

    Google Scholar 

  • Moehle, J.P., Alarcon, L.F.: Seismic analysis method for irregular building. J. Struct. Eng. 112(1), ASCEp paper No. 20289 (1985)

    Google Scholar 

  • Moehle, J.P.: Seismic response of vertically irregular structure. J. Struct. Eng. 110(9), ASCE, paper No. 19161 (1983)

    Google Scholar 

  • Draži, J., Vatin, N.: The influence of configuration on to the seismic resistance of a building. Procedia Eng. 165, 883–890 (2016)

    Article  Google Scholar 

  • Khalifa, et al.: Buckling response with stretching effect of carbon nanotube-reinforced composite beams resting on elastic foundation. Struct. Eng. Mech. 67(2), 125–130 (2018)

    Google Scholar 

  • Kona Narayana, R., Arunakanthi, E.: A study on multi-storeyed building with oblique columns by using ETABS. Int. J. Innov. Res. Sci. Eng. Technol. 6(2), 1968–1974 (2017)

    Google Scholar 

  • Mohamed Amine, Benhenni et al.: Dynamic analysis for anti-symmetric cross-ply and angle-ply laminates for simply supported thick hybrid rectangular plates. Adv. Mater. Res. 7(2), 83–103 (2018)

    Google Scholar 

  • Mohod, M.V.: Effect of shape and plan configuration on seismic response of structure. Int. J. Sci. Technol. Res. 4(09) (2015)

    Google Scholar 

  • Cheung, M., Foo, S.: Lignes directrices pour l’évaluation sismique et la protection parasismique des éléments non structuraux des bâtiments”, Travaux publics et Services gouvernementaux Canada (1995)

    Google Scholar 

  • SAP2000 users manuel - Nonlinear version 12, computer and structures, Inc, Berkeley, California (1999)

    Google Scholar 

  • Rabahi, et al.: Elastic analysis of interfacial stresses in prestressed PFGM-RC hybrid beams. Adv. Mater. Res. 7(2), 83–103 (2018)

    Google Scholar 

  • Sorathiya, R., Pandey, P.: Study on diagrid structure of multi-storey building. Int. J. Adv. Eng. Res. Dev. 4(4), 512–524 (2017)

    Google Scholar 

  • Hassaine Daouadji, T., et al.: Bending analysis of an imperfect advanced composite plates resting on the elastic foundations. Coupled Syst. Mech. 5(3), 269–285 (2016d)

    Google Scholar 

  • Hassaine Daouadji, T., et al.: An analytical approach for buckling of functionally graded plates. Adv. Mater. Res. 5(3), 141–169 (2016e)

    Google Scholar 

  • Youcef, et al.: Dynamic analysis of nanoscale beams including surface stress effects. Smart Struct. Syst. 21(1), 65–74 (2018)

    Google Scholar 

  • Younsi, et al.: Novel quasi-3D and 2D shear deformation theories for bending and free vibration analysis of FGM plates. Geomech. Eng. 14(6), 519–532 (2018)

    Google Scholar 

  • Zaoui, et al.: New 2D and quasi-3D shear deformation theories for free vibration of functionally graded plates on elastic foundations. Compos. Part B 159, 231–247 (2019)

    Google Scholar 

  • Zine, et al.: A novel higher-order shear deformation theory for bending and free vibration analysis of isotropic and multilayered plates and shells. Steel Compos. Struct. 26(2), 125–137 (2018)

    Google Scholar 

  • Zohra, A., et al.: Analysis of buckling response of functionally graded sandwich plates using a refined shear deformation theory. Wind Struct. Int. J. 22(3), 291–305 (2016)

    Google Scholar 

Download references

Acknowledgments

This research was supported by the Algerian Ministry of Higher Education and Scientific Research (MESRS) as part of the grant for the PRFU research project n° A01L02UN140120200002 and by the University of Tiaret, in Algeria.

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Correspondence to T. Hassaine Daouadji .

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Bensattalah, T., Hassaine Daouadji, T., Zidour, M. (2020). Influences the Shape of the Floor on the Behavior of Buildings Under Seismic Effect. In: Benmounah, A., Abadlia, M.T., Saidi, M., Zerizer, A. (eds) Proceedings of the 4th International Symposium on Materials and Sustainable Development. ISMSD 2019. Springer, Cham. https://doi.org/10.1007/978-3-030-43268-3_3

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