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The method allows for non\u2010linear material behaviour of the dam, \u2018transparent fictitious boundaries\u2019 for dealing properly with in\u2010coming and out\u2010going seismic waves, and an efficient procedure to deal with dam\u2010soil\u2010fluid interaction. The mechanical behaviour of concrete is modelled using an isotropic damage model which allows for tension and compression damage, and exhibits stiffness recovery upon load reversals. Emphasis is placed in the treatment of fluid\u2010structure interaction, regarding both formulation and efficiency aspects. A gravity dam and an arch dam are analysed subjected to artificially generated earthquakes of different intensities, and the results are used to study the degree of (un)safety of the dams.<\/jats:p>","DOI":"10.1002\/eqe.4290240905","type":"journal-article","created":{"date-parts":[[2007,4,4]],"date-time":"2007-04-04T10:38:08Z","timestamp":1175683088000},"page":"1225-1245","source":"Crossref","is-referenced-by-count":144,"title":["Seismic evaluation of concrete dams via continuum damage models"],"prefix":"10.1002","volume":"24","author":[{"given":"Miguel","family":"Cervera","sequence":"first","affiliation":[]},{"given":"Javier","family":"Oliver","sequence":"additional","affiliation":[]},{"given":"Rui","family":"Faria","sequence":"additional","affiliation":[]}],"member":"311","published-online":{"date-parts":[[2006,12,19]]},"reference":[{"key":"e_1_2_1_2_2","first-page":"26","article-title":"Time of rupture process under creep conditions","volume":"8","author":"Kachanov L. M.","year":"1958","journal-title":"Izvestia akademii nauk, otd tech nauk."},{"key":"e_1_2_1_3_2","first-page":"317","article-title":"Aspects Ph\u00e9nom\u00e9nologiques de la Rupture par Endommagement","volume":"2","author":"Lemaitre J.","year":"1978","journal-title":"J. m\u00e9ch. appl."},{"key":"e_1_2_1_4_2","doi-asserted-by":"publisher","DOI":"10.1016\/0029-5493(84)90169-9"},{"key":"e_1_2_1_5_2","doi-asserted-by":"publisher","DOI":"10.1016\/0020-7683(87)90083-7"},{"key":"e_1_2_1_6_2","doi-asserted-by":"publisher","DOI":"10.1016\/0020-7683(87)90084-9"},{"key":"e_1_2_1_7_2","doi-asserted-by":"publisher","DOI":"10.1115\/1.3173661"},{"key":"e_1_2_1_8_2","doi-asserted-by":"publisher","DOI":"10.1115\/1.3173662"},{"key":"e_1_2_1_9_2","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9399(1989)115:2(345)"},{"key":"e_1_2_1_10_2","unstructured":"J.Oliver M.Cervera S.OllerandJ.Lubliner \u2018Isotropic damage models and smeared crack analysis of concrete\u2019 Proc. 2nd int. conf. computer aided analysis and design of concrete structures.Pineridge Press\u2019 1990 pp.945\u2013957."},{"key":"e_1_2_1_11_2","doi-asserted-by":"publisher","DOI":"10.1016\/0045-7825(80)90040-7"},{"key":"e_1_2_1_12_2","unstructured":"D. K.Paul \u2018Efficent dynamic solutions for single and coupled multiple field problems\u2019 Doctoral Thesis University of Wales 1982."},{"key":"e_1_2_1_13_2","unstructured":"M.Galindo \u2018Una metodologia para el an\u00e1lisis num\u00e9rico del comportamiento resistente no lineal de presas de hormig\u00f3n con cargas est\u00e1ticas y din\u00e1micas\u2019 Doctoral Thesis Technical University of Catalonia 1993."},{"key":"e_1_2_1_14_2","unstructured":"M.Cervera R.CodinaandM.Galindo \u2018On the computational efficency and implementation of block\u2010iterative algorithms for nonlinear coupled problems\u2019 Eng. comput.(in press) (1995)."},{"key":"e_1_2_1_15_2","unstructured":"M.Galindo M.CerveraandJ.Oliver \u2018Efficient solution schemes for fluid\u2010structure\u2010soil\u2010interaction problems\u2019 Proc. 10th world conf. earthquake engineering Balkema 1991 pp.4651\u20134656."},{"key":"e_1_2_1_16_2","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.4290140412"},{"key":"e_1_2_1_17_2","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9399(1988)114:6(1011)"},{"key":"e_1_2_1_18_2","doi-asserted-by":"crossref","first-page":"175","DOI":"10.1785\/BSSA0510020175","article-title":"Integrated velocity and displacement of strong earthquake ground motion","volume":"51","author":"Berg G. V.","year":"1961","journal-title":"Bull seism. soc. Am."},{"key":"e_1_2_1_19_2","volume-title":"The Finite Element Method","author":"Zienkiewicz O. Z.","year":"1991"},{"key":"e_1_2_1_20_2","volume-title":"The Finite Element Method: Linear Static and Dynamic Finite Element Analysis","author":"Hughes T. J. R.","year":"1987"},{"key":"e_1_2_1_21_2","doi-asserted-by":"publisher","DOI":"10.1016\/0045-7825(79)90086-0"},{"key":"e_1_2_1_22_2","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.4290221106"},{"key":"e_1_2_1_23_2","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.4290240203"},{"key":"e_1_2_1_24_2","unstructured":"R.FariaandJ.Oliver A Rate Dependent Plastic\u2010Damage Constitutive Model for Large Scale Computations in Concrete Stuctures Monography CIMNE No. 17 1993."},{"key":"e_1_2_1_25_2","unstructured":"I.CarolandK.Willam \u2018Microcrack opening\/closure effects in elastic\u2010degrading models\u2019 Proc. 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C.Chan \u2018A unified finite element solution to static and dynamic problems of geomechanics\u2019 Doctoral Thesis University of Wales 1988."},{"key":"e_1_2_1_31_2","first-page":"192","volume-title":"The Finite Element Method in the 1990's","author":"Wisniewski K.","year":"1991"},{"key":"e_1_2_1_32_2","unstructured":"O. C.Zienkiewicz R. W.CloughandH. 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