LEADER 00975nam0-2200337---450- 001 990009905970403321 005 20141015132809.0 010 $a978-3-642-17228-1 035 $a000990597 035 $aFED01000990597 035 $a(Aleph)000990597FED01 035 $a000990597 100 $a20141015d2012----km-y0itay50------ba 101 0 $aeng 102 $aDE 105 $aa-------001yy 200 1 $aApplied multivariate statistical analysis$fWolfgang Karl Härdle, Léopold Simar 205 $a3rd ed. 210 $aHeidelberg [etc.]$cSpringer$d2012 215 $aXVII, 516 p.$cill.$d24 cm 610 0 $aANALISI MULTIVARIATA 676 $a519.535 700 1$aHärdle,$bWolfang Karl$0508505 701 1$aSimar,$bLéopold$0383823 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990009905970403321 952 $a60 519.535 B 2$b14483$fFAGBC 959 $aFAGBC 996 $aApplied multivariate statistical analysis$9831512 997 $aUNINA LEADER 01426nam--2200445---450- 001 990002766050203316 005 20060623110948.0 010 $a960-04-1519-6 035 $a000276605 035 $aUSA01000276605 035 $a(ALEPH)000276605USA01 035 $a000276605 100 $a20060623d1999----km-y0itay50------ba 101 $aeng 102 $aGR 105 $aa---||||001yy 200 1 $aArchitecture and city planning$erediscovering ancient Greece$fIoanna Phoca and Panos Valavanis$gtranslated by Timothy Cullen$gillustrated by Sophia Zarambouka 205 $a3. ed 210 $aAthens$cKedros Books$d1999 215 $a126 p.$cill.$d28 cm 225 2 $aRediscovering ancient Greece$v2 300 $aTit. orig.: Architektonik e kai poleodomia 410 0$12001$aRediscovering ancient Greece$v2 454 1$12001$aArchitektonik e kai poleodomia$917692 461 1$1001-------$12001 606 0 $aArchitettura$xStoria$yGrecia 676 $a720.9 700 1$aPHOCA,$bIoanna$0593698 701 1$aVALAVANIS,$bPanos$0453054 702 1$aCULLEN,$bTimothi 702 1$aZARAMBOUKA,$bSophia 801 0$aIT$bsalbc$gISBD 912 $a990002766050203316 951 $aI A U PHO1$b5443 DBC$cI A U 959 $aBK 969 $aDBC 979 $aDBC$b90$c20060623$lUSA01$h1108 979 $aDBC$b90$c20060623$lUSA01$h1109 996 $aArchitektonik e kai poleodomia$917692 997 $aUNISA LEADER 04220nam 2201189z- 450 001 9910637795203321 005 20231214133402.0 010 $a3-0365-5656-7 035 $a(CKB)5470000001631584 035 $a(oapen)https://directory.doabooks.org/handle/20.500.12854/94504 035 $a(EXLCZ)995470000001631584 100 $a20202212d2022 |y 0 101 0 $aeng 135 $aurmn|---annan 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aDam Safety. Overtopping and Geostructural Risks 210 $aBasel$cMDPI - Multidisciplinary Digital Publishing Institute$d2022 215 $a1 electronic resource (270 p.) 311 $a3-0365-5655-9 330 $aThis reprintshows recent advances in dam safety related to overtopping and the prevention, detection, and risk assessment of geostructural risks. Related to overtopping, the issues treated are: the throughflow and failure process of rockfill dams; the protection of embankment dams against overtopping by means of a rockfill toe or wedge-shaped blocks; and the protection of concrete dams with highly convergent chutes. In the area of geostructural threats, the detection of anomalies in dam behavior from monitoring data using a combination of machine learning techniques, the numerical modeling of seismic behavior of concrete dams, and the determination of the impact area downstream of ski-jump spillways are also studied and discussed. In relation to risk assessment, three chapters deal with the development of fragility curves for dikes and dams in relation to various failure mechanisms. 606 $aTechnology: general issues$2bicssc 606 $aHistory of engineering & technology$2bicssc 610 $ahydraulic structure 610 $asky-jump 610 $aspillway 610 $aflip bucket 610 $achute 610 $abasin 610 $aerosion 610 $aflow rate 610 $ajet flow 610 $awave overtopping 610 $alevee 610 $acover 610 $aprobabilistic framework 610 $aslope stability 610 $apiping 610 $aovertopping 610 $afragility curves 610 $aMonte Carlo simulation 610 $adam 610 $astilling basin 610 $abucket 610 $aflood 610 $aweir 610 $asafety 610 $aprotection 610 $adam protection 610 $awedge-shaped block 610 $aWSB 610 $adam spillway 610 $adam safety 610 $aACUN?A 610 $arockfill dams 610 $athroughflow 610 $anumerical modeling 610 $anon-Darcy flow 610 $aporous media 610 $aForchheimer equation 610 $ahigh velocity 610 $acrushed rock 610 $arounded materials 610 $ahydraulic mean radius 610 $aintrinsic permeability 610 $ashape of particles 610 $aangularity of particles 610 $asurface roughness of particles 610 $ariver levees 610 $ageogrid reinforcement 610 $aFirst Order Reliability Method (FORM) 610 $aSurface Response Method (SRM) 610 $ahigh gravity dams 610 $adam-foundation-reservoir dynamic interaction 610 $aearthquake input mechanisms 610 $ahydrodynamic pressure 610 $afoundation size 610 $areservoir length 610 $astacking 610 $ablending 610 $acombination 610 $ameta-learner 610 $aexperts 610 $amachine learning 610 $aCross Validation 610 $aradial displacement 610 $arockfill dam 610 $adam failure 610 $aoverflow 610 $afloods 610 $adam breach 615 7$aTechnology: general issues 615 7$aHistory of engineering & technology 700 $aToledo$b Miguel A?$4edt$01293301 702 $aMora?n$b Rafael$4edt 702 $aToledo$b Miguel A?$4oth 702 $aMora?n$b Rafael$4oth 906 $aBOOK 912 $a9910637795203321 996 $aDam Safety. Overtopping and Geostructural Risks$93022540 997 $aUNINA