LEADER 01057nam2-22003371i-450- 001 990002006310403321 005 20130322104812.0 035 $a000200631 035 $aFED01000200631 035 $a(Aleph)000200631FED01 035 $a000200631 100 $a20030910d1964----km-y0itay50------ba 101 0 $afre 102 $aAT 105 $ay---a---001yy 200 1 $a<>alterations de la meiose chez le animaux parthenogenetiques$fMarguerite Narbel-Hofstetter 210 $aWien$cSpringer Verlag$d1964 215 $a163 p.$d24 cm 225 1 $aProtoplasmatologia$eHandbuch der Protoplasmaforschung$v6/F.2 461 0$1001000200565$12001$aKern- und Zellteilung$v6 610 0 $aPartenogenesi 610 0 $aSessualità 676 $a591.162 700 1$aNarbel Hofstetter,$bMarguerite$084799 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990002006310403321 952 $a61 III B.2/34$b1946$fDAGEN 959 $aDAGEN 996 $aAlterations de la meiose chez le animaux parthenogenetiques$9402857 997 $aUNINA LEADER 06286nam 2201669z- 450 001 9910557579303321 005 20210501 035 $a(CKB)5400000000043856 035 $a(oapen)https://directory.doabooks.org/handle/20.500.12854/69341 035 $a(oapen)doab69341 035 $a(EXLCZ)995400000000043856 100 $a20202105d2020 |y 0 101 0 $aeng 135 $aurmn|---annan 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aBuildings and Structures under Extreme Loads 210 $aBasel, Switzerland$cMDPI - Multidisciplinary Digital Publishing Institute$d2020 215 $a1 online resource (434 p.) 311 08$a3-03943-569-8 311 08$a3-03943-570-1 330 $aExceptional loads on buildings and structures may have different causes, including high-strain dynamic effects due to natural hazards, man-made attacks, and accidents, as well as extreme operational conditions (severe temperature variations, humidity, etc.). All of these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated and refined methods are required for their design, analysis, and maintenance under the expected lifetime. There are major challenges related to the structural typology and material properties with respect to the key features of the imposed design load. Further issues can be derived from the need for risk mitigation or retrofit of existing structures as well as from the optimal and safe design of innovative materials/systems. Finally, in some cases, no appropriate design recommendations are available and, thus, experimental investigations can have a key role within the overall process. In this Special Issue, original research studies, review papers, and experimental and/or numerical investigations are presented for the structural performance assessment of buildings and structures under various extreme conditions that are of interest for design. 606 $aHistory of engineering and technology$2bicssc 610 $aABAQUS 610 $aanalytical modelling 610 $aatrium-style metro station 610 $ablast load 610 $ablast loading 610 $abored-pile 610 $aboundary layer 610 $aboundary transition section (BTS) 610 $abreathing 610 $abridge site 610 $abuckling stability 610 $acharacteristics decomposition 610 $acollision testing 610 $acomplex roof 610 $acomposite pressure hull 610 $acomposite shear wall 610 $aconcrete 610 $adamping device 610 $aderailment containment provisions 610 $adesign base shear 610 $adesign strength model 610 $adynamic response 610 $aearthquake 610 $aearthquakes 610 $aeffective friction coefficient 610 $aEOF analysis 610 $aequivalent continuous model 610 $aEurocode 8 610 $aexisting structures 610 $afailure index 610 $afield experiments 610 $afield measurement 610 $afield observation 610 $aFinite Element (FE) numerical modelling 610 $afire accident 610 $afire safety 610 $afire simulation 610 $afluid-solid interaction 610 $aframe ductility ratio 610 $afree vibrations 610 $afriction resistance 610 $afundamental frequency 610 $aglobal strain extensometer 610 $ahigh temperature 610 $ahorizontal axis deviation 610 $ahurricane 610 $ahydraulic gradient 610 $alaminated glass (LG) 610 $aliquid storage tank 610 $alubrication efficiency 610 $amasonry buildings 610 $amechanical restraints 610 $aMonte Carlo analysis 610 $amountainous valley 610 $amultiple degree of freedom (MDOF) 610 $an/a 610 $anon-linear dynamic analysis 610 $anonlinear response history analysis 610 $anumerical simulation 610 $apile friction resistance 610 $apipe-soil-slurry interaction 610 $apost-derailment behavior 610 $apushover 610 $aquasi-static test 610 $aRABT fire curve 610 $areal-time monitoring 610 $arehabilitation 610 $areliability 610 $arisk 610 $ascale experiments 610 $aseismic behavior 610 $aseismic demand 610 $aseismic design 610 $aseismic loads 610 $aseismic response 610 $aseismic retrofitting 610 $ashaking table test 610 $asimilarity criterion 610 $aslurry pipe jacking 610 $asmall radius TBM interval 610 $asnow load 610 $asnow-wind combined experiment facility 610 $asnowdrift 610 $asoil plug 610 $asteel frame structures 610 $astructural assessment 610 $asuction caisson 610 $asuction penetration 610 $asuper large cooling tower 610 $atall timber buildings 610 $atimber composites 610 $atrain derailment 610 $atransfer matrix method 610 $atunnel fire 610 $atyphoon 610 $aultimate bearing capacity 610 $aunderwater explosion 610 $avertical earthquake motion 610 $avisual tests 610 $awelded haunch connection 610 $awhipping 610 $awhole construction process 610 $awind 610 $awind characteristics 610 $awind tunnel test 610 $awind vibration coefficient 610 $aWinkler elastic foundation beam theory 615 7$aHistory of engineering and technology 700 $aBedon$b Chiara$4edt$01297540 702 $aStochino$b Flavio$4edt 702 $aHonfi$b Daniel$4edt 702 $aBedon$b Chiara$4oth 702 $aStochino$b Flavio$4oth 702 $aHonfi$b Daniel$4oth 906 $aBOOK 912 $a9910557579303321 996 $aBuildings and Structures under Extreme Loads$93024515 997 $aUNINA