{"title":"The Effect of Geometry Dimensions on the Earthquake Response of the Finite Element Method","authors":"Morteza Jiryaei Sharahi","volume":46,"journal":"International Journal of Geological and Environmental Engineering","pagesStart":449,"pagesEnd":454,"ISSN":"1307-6892","URL":"https:\/\/publications.waset.org\/pdf\/7415","abstract":"In this paper, the effect of width and height of the\r\nmodel on the earthquake response in the finite element method is\r\ndiscussed. For this purpose an earth dam as a soil structure under\r\nearthquake has been considered. Various dam-foundation models are\r\nanalyzed by Plaxis, a finite element package for solving geotechnical\r\nproblems. The results indicate considerable differences in the seismic\r\nresponses.","references":"[1] M. H. Baziar, C. M. Merrifield, S. Salemi, T. Heidari, \"Three\r\ndimensional dynamic analysis of Alborz dam with asphalt and clay\r\ncores,\" in Proc. 5th International Conference on Case Histories in\r\nGeotechnical Engineering, USA, 2004.\r\n[2] M. H. Baziar, A. Noorzad, S. Salemi, Z. Ghannad, \"Evaluation of\r\nearthquake response of 15th Khordad earth dam,\" in Proc. 21st of ICOLD\r\nInternational Congress, Montreal, 2003.\r\n[3] I. M. Idriss, J. M. Mathurt, H. B. Seed, \"Earth dam-foundation\r\ninteraction during earthquakes,\" Earthquake Engineering and Structural\r\nDynamics, vol. 2, pp. 313-323, 1974.\r\n[4] N. N. Ambraseys, \"The seismic stability of earth dam,\" in Proc. 2nd Wld\r\nConf Earthquake Engng, Tokyo, Japan, 1960.\r\n[5] N. N. Ambraseys, S.K. Sarma, \"The Response of earth dam to strong\r\nearthquakes,\" Geotechnique, 17, pp. 181-213, 1967.\r\n[6] A. K. Chopra, R. W. Clough \"Earthquake response of homogeneous\r\nearth dams,\" Report No. TE65-11, Soil Mechanics and Bituminous\r\nMaterials, Res. Lab., Dept. Ciu. Engng, University of California,\r\nBerkeley, 1965.\r\n[7] R. W. Clough, A. K. Chopra, \"Earthquake stress analysis in earh dams,\"\r\nJ. Engng Mech. Div., ASCE, 92, no. EM2, pp. 197-211, 1966.\r\n[8] G. R. Martin, H. B. Seed, \"Dynamic response analyses for earth dams,\"\r\nReport No. TE 65-1, Soil Mechanics and Bituminous Materials, Res.\r\nLab., Dept. Civ. Engng, University of California, Berkeley, 1965.\r\n[9] N. Mononobe, A. Takata, M. Matumura, \"Seismic Stability of the earth\r\ndam,\" in Proc. 2nd Congress on Large Dams, IV, Washington DC, 1936.\r\n[10] N. N. Ambraseys, \"On the shear response of a two dimensional truncated\r\nwedge subjected to an arbitrary disturbance,\" Bull. Seis. Soc. Am., 50,\r\npp. 45-56, 1960.\r\n[11] H. B. Seed, G. R. Martin, \"The seismic coefficient in earth dam design,\"\r\nJ. Soil Mech. Fndn Div., ASCE, 92, No. SM3, 1966.\r\n[12] A. K. Chopra, P. R. Permulaswami, \"Dam foundation interaction during\r\nearthquakes,\" in Proc. 4th Wld Conf. Earthquake Engng, Santiago,\r\nChile, 1969.\r\n[13] E. L. Wilson, \"A method of analysis for the evaluation of foundation\r\nstructure in teraction,\" in Proc. 4th Wld Conf. Earthquake Engng,\r\nSantiago, Chile, 1969.\r\n[14] W. D. L. Finn, J. Khanna, \"Dynamic response of earth dams,\" in Proc.\r\n3rd Symp. Earthquake Engng, University of Roorkee, U.P., India, 1966.\r\n[15] W. D. L. Finn, R. B. Reimer, \"Effect of soil structure interaction on\r\nseismic response,\" Soil Mech. Series, Brit. Columbia. Univ., Dept of\r\nCivil Engineering, No. 14, Vancouver, 1970, p. 535.\r\n[16] S. P. Bingulac, \"On the compatibility of adaptive controllers (Published\r\nConference Proceedings style),\" in Proc. 4th Annu. Allerton Conf.\r\nCircuits and Systems Theory, New York, 1994, pp. 8-16.\r\n[17] R. L. Kuhlemeyer, J. Lysmer, \"Finite element accuracy for wave\r\npropagation problems,\" Journal of Soil Mechanics & Foundation\r\nDivision, ASCE, 99(SM5), 1973.","publisher":"World Academy of Science, Engineering and Technology","index":"Open Science Index 46, 2010"}