Etiqueta de registo: 00230nam 2200025 450
001 1812155
003 http://id.bnportugal.gov.pt/bib/catbnp/1812155
100 ## $a20120521d2011 k y0pory0103 ba
101 0# $aeng$dpor
102 ## $aPT
105 ## $aa m 000yy
106 ## $ar
200 1# $aConstitutive models for the material nonlinear analysis of concrete structures including time-dependent effects$fAntónio Ventura Gouveia$gorient. Joaquim António Oliveira de Barros, Álvaro Ferreira Marques Azevedo
210 #9 $a[Braga$cs.n.],$d2011
215 ## $aXXXII, 285 p.$cil.$d30 cm
215 ## $a1 disco óptico (CD-ROM) em caixa$cil.$d13 x 14 x 1 cm
300 ## $aÉ autorizada a reprodução integral desta tese apenas para efeitos de investigação mediante declaração escrita do interessado
305 ## $aEd. impressa e em CD-ROM
320 ## $aBibliografia, p. 255-267
328 #1 $aTese dout. Estruturas (Engenharia Civil), Escola de Engenharia, Univ. do Minho, 2011
675 ## $a624.04(043)$vBN$zpor$3297876
675 ## $a691.33(043)$vBN$zpor$31491987
675 ## $a519.6(043)$vBN$zpor$31220290
675 ## $a004.9(043)$vBN$zpor$3788403
700 #1 $aGouveia,$bAntónio Ventura$3980886
702 #1 $aBarros,$bJoaquim António Oliveira de$4727$3228807
702 #1 $aAzevedo,$bÁlvaro Ferreira Marques$4727$3181251
801 #0 $aPT$bBN$gRPC
966 ## $lBN$mDEM$sS.A. 52179 P.$x1
966 ## $lBN$mFGMON$sS.A. 143954 V.$x1

Etiqueta de registo: 01030cam 2200277 450
001 1045542
003 http://id.bnportugal.gov.pt/bib/catbnp/1045542
005 20010222103400.0
100 ## $a20010123d1999 k y0pory0103 ba
101 0# $apor$deng
102 ## $aPT
105 ## $aa m 001yy
106 ## $ar
200 1# $aAnálise experimental e simulação numérica de elementos de barra de pórtico tridimensional de betão armado$bTexto policopiado]$fAntónio Ventura Gouveia
210 #9 $a[Braga$cs.n. ],$d1999
215 ## $aXXIII, 172 p.$cil.$d30 cm
320 ## $aBibliografia, p. 145-147
328 ## $aTese mestr. Engenharia Civil, Univ. do Minho, 1999
675 ## $a691.3(043)$vBN$zpor$31230365
700 #1 $aGouveia,$bAntónio Ventura$3980886
856 40 $uhttps://purl.pt/7356
856 41 $uhttps://purl.pt/7356/service/media/cover/low
958 ## $aBND$bInterno$cNascido digital
966 ## $lBN$mBND$nDocumento electrónico$sPURL 7356/0
966 ## $lBN$mBND$nDocumento electrónico$sPURL 7356/1
966 ## $lBN$mFGMON$sS.A. 95576 V.$x1

Etiqueta de registo: 00000nam 2200025 450
001 1987260
003 http://id.bnportugal.gov.pt/bib/catbnp/1987260
100 ## $a20180405d2016 k y0pory01030103ba
101 0# $aeng$dpor
102 ## $aPT
105 ## $aa m 000yy
106 ## $ar
200 1# $aConstitutive models to simulate failure of structures made by cement based materials$fAli Edalat Behbahani$gorient. Joaquim António Oliveira de Barros, António Ventura Gouveia
210 #9 $a[S.l.$cs.n.],$d2016
215 ## $aXXXII, 195 p.$cil.$d30 cm
328 #1 $aTese dout. Engenharia Civil, Escola de Engenharia, Univ. do Minho, 2016
675 ## $a624.012(043)$vBN$zpor$31228325
675 ## $a620.173(043)$vBN$zpor$31273612
700 #1 $aAli Edalat,$bBehbahani$31709531
702 #1 $aBarros,$bJoaquim António Oliveira de$4727$3228807
702 #1 $aGouveia,$bAntónio Ventura$4727$3980886
801 #0 $aPT$bBN$gRPC
966 ## $lBN$mFGMON$sS.A. 168800 V.$x1

Etiqueta de registo: 00000nam 2200025 450
001 2162979
003 http://id.bnportugal.gov.pt/bib/catbnp/2162979
100 ## $a20240404d2022 k y0pory01030103ba
101 0# $aeng$dpor
102 ## $aPT
105 ## $aa m 000yy
106 ## $ar
200 1# $aIntegrated mixed-mode fracture model for the design of 2D steel fibre reinforced concrete structures$fLuís Miguel Pinto de Matos$gsupervisor Joaquim António Oliveira Barros, António Ventura-Gouveia, Rui Artur Bártolo Calçada
210 #9 $a[S.l.$cs.n.],$d2022
215 ## $aXXVII, 203 p.$cil.$d30 cm
328 #1 $aTese dout. Civil Engineering, Escola de Engenharia, Universidade do Minho, 2022
675 ## $a624.012(043)$vBN$zpor$31228325
675 ## $a624.04(043)$vBN$zpor$3297876
700 #1 $aMatos,$bLuís Miguel Pinto de$31912357
702 #1 $aBarros,$bJoaquim António Oliveira de$4727$3228807
702 #1 $aGouveia,$bAntónio Ventura$4727$3980886
702 #1 $aCalçada,$bRui,$f1969-$4727$3209619
801 #0 $aPT$bBN$gRPC
856 40 $2Cópia digital disponível no RepositóriUM - Universidade do Minho$uhttps://hdl.handle.net/1822/81149
966 ## $lBN$mFGMON$sS.A. 188073 V.$x1
971 ## $corlando$d20240404
972 ## $d20240528$e0$vlrevez$z0
973 ## $cigoulao$d20240522