LEADER 05451nam 2201321z- 450 001 9910566486103321 005 20220506 035 $a(CKB)5680000000037518 035 $a(oapen)https://directory.doabooks.org/handle/20.500.12854/80979 035 $a(oapen)doab80979 035 $a(EXLCZ)995680000000037518 100 $a20202205d2022 |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 II 210 $aBasel$cMDPI - Multidisciplinary Digital Publishing Institute$d2022 215 $a1 online resource (266 p.) 311 08$a3-0365-3872-0 311 08$a3-0365-3871-2 330 $aExceptional loads on buildings and structures are known to take origin and manifest from different causes, like natural hazards and possible high-strain dynamic effects, human-made attacks and impact issues for load-bearing components, possible accidents, and even unfavorable/extreme operational conditions. All these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated analysis methods and performance indicators are required for the design and maintenance under the expected lifetime. Typical issues and challenges can find huge efforts and clarification in research studies, which are able to address with experiments and/or numerical analyses the expected performance and capacity of a given structural system, with respect to demands. Accordingly, especially for existing structures or strategic buildings, the need for retrofit or mitigation of adverse effects suggests the definition of optimal and safe use of innovative materials, techniques, and procedures. This Special Issue follows the first successful edition and confirms the need of continuous research efforts in support of building design under extreme loads, with a list of original research papers focused on various key aspects of structural performance assessment for buildings and systems under exceptional design actions and operational conditions. 606 $aHistory of engineering & technology$2bicssc 606 $aTechnology: general issues$2bicssc 610 $aadhesives 610 $aaeroelastic experiments 610 $aalgebraic polynomials 610 $aanalytical model 610 $aartificial neural network (ANN) 610 $abalau wood 610 $ablast analysis 610 $ablast loads 610 $ablast scenario 610 $abonded-in rod (BiR) connections 610 $aboundaries 610 $abracing system 610 $aburger model 610 $acable-stayed bridge 610 $acatenary mechanism 610 $acathedral 610 $acohesive zone modelling (CZM) method 610 $acomponent-based models 610 $acorrelation field 610 $acracks 610 $acreep 610 $across-arm 610 $adamage level 610 $adifferential equation of motion 610 $adouble-span assemblies 610 $aductility 610 $aexperimental uncertainty 610 $aexperiments 610 $afindley's power law model 610 $afinite element analysis 610 $afinite-element (FE) method 610 $afoundation rehabilitation 610 $afracture modes 610 $afriction 610 $ainclined self-tapping screws (STSs) 610 $ainitial stiffness 610 $ajacked-in piles 610 $alap-splice 610 $aLegendre-Galerkin matrix (LGM) method 610 $alightning strike 610 $alinear elastic fracture mechanics (LEFM) 610 $aLS-DYNA 610 $amasonry 610 $amode number 610 $amoisture 610 $amoment-rotation relation 610 $amulti degree of freedom (MDOF) 610 $amulti-column pier 610 $an/a 610 $anon-destructive test 610 $apartial collapse 610 $aplastic hinge 610 $aprediction model 610 $aprogressive collapse 610 $aprototype abutment 610 $apush-out (PO) test setup 610 $areinforced concrete column 610 $aroof structure 610 $ascour 610 $aseismic behavior 610 $asensitivity analysis (SA) 610 $asensitivity study 610 $asingle degree of freedom (SDOF) 610 $asingular value decomposition 610 $aslab-column joints 610 $asocial disaster 610 $asoil injection 610 $asteel beam-to-column connections 610 $asteel truss 610 $astiffness degradation 610 $asurcharge load 610 $atimber-to-timber composite (TCC) joints 610 $atop-seat angle connections (TSACW) 610 $atransmission tower 610 $atransverse reinforcement 610 $aultimate moment capacity 615 7$aHistory of engineering & technology 615 7$aTechnology: general issues 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 $a9910566486103321 996 $aBuildings and Structures under Extreme Loads II$93040919 997 $aUNINA