LEADER 05957nam 2201585z- 450 001 9910367565803321 005 20231214132823.0 010 $a3-03921-402-0 035 $a(CKB)4100000010106088 035 $a(oapen)https://directory.doabooks.org/handle/20.500.12854/58317 035 $a(EXLCZ)994100000010106088 100 $a20202102d2019 |y 0 101 0 $aeng 135 $aurmn|---annan 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aResilience and Sustainability of Civil Infrastructures under Extreme Loads 210 $cMDPI - Multidisciplinary Digital Publishing Institute$d2019 215 $a1 electronic resource (408 p.) 311 $a3-03921-401-2 330 $aThere are many regions worldwide which are susceptible to extreme loads such as earthquakes. These can cause loss of life and adverse impacts on civil infrastructures, the environment, and communities. A series of methods and measures have been used to mitigate the effects of these extreme loads. The adopted approaches and methods must enable civil structures to be resilient and sustainable. Therefore, to reduce damage and downtime in addition to protecting life and promoting safety, new resilient structure technologies must be proposed and developed. This special issue book focuses on methods of enhancing the sustainability and resilience of civil infrastructures in the event of extreme loads (e.g., earthquakes). This book contributes proposals of and theoretical, numerical, and experimental research on new and resilient civil structures and their structural performance under extreme loading events. These works will certainly play a significant role in promoting the application of new recoverable structures. Moreover, this book also introduces some case studies discussing the implementation of low-damage structural systems in buildings as well as articles on the development of design philosophies and performance criteria for resilient buildings and new sustainable communities. 610 $aartificial neural network 610 $acorrosion 610 $amined-out region 610 $afinite element 610 $acolumn-top isolation 610 $apseudodynamic test 610 $aseismic performance 610 $asustainability prediction 610 $ashear performance 610 $anonlinear time-history analysis 610 $ashaking table test 610 $acivil infrastructures 610 $aangle section 610 $aseismic connection detail 610 $acyclic loading test 610 $aextreme loads 610 $asudden column removal 610 $aflow 610 $awater supply networks 610 $adisplacement response spectrum 610 $acold-formed steel composite shear wall building 610 $amitigation 610 $aprobabilistic framework 610 $anonlinearity 610 $aoptimized section 610 $acorporation 610 $aGM selection 610 $aseismic damage 610 $anatural hazards 610 $aanalysis 610 $aspectrum variance 610 $aviscous damper 610 $aGreat East Japan Earthquake 610 $aOpenFresco 610 $aBrazier flattening 610 $asubstructure 610 $adamage 610 $amodel-based 610 $atapered cross section 610 $aliquefaction 610 $ameasurement 610 $aNDE 610 $asettlement 610 $aseismic behavior 610 $aresilience 610 $ahybrid damper 610 $anumerical simulation 610 $astructural response estimates 610 $aprobabilistic 610 $aenergy-based approximate analysis 610 $adamping effect 610 $acold-formed steel structure 610 $asilt 610 $aground motion 610 $aboundary technique 610 $aenergy dissipative devices 610 $areinforced concrete 610 $acyclic reversal test 610 $aground improvement 610 $asimplified modeling method 610 $abeam 610 $agirder 610 $aintegration algorithm 610 $aforce-displacement control 610 $areinforced concrete frames 610 $amid-rise 610 $aintermediate column 610 $atime-frequency energy distribution 610 $asingle-layer reticulated dome 610 $astructural robustness 610 $aprecast slab 610 $achloride ingress 610 $adynamic model 610 $aBrazier effect 610 $aearthquake 610 $asustainability 610 $acarbonation 610 $areplaceable coupling beam 610 $arailway construction 610 $aconcrete 610 $avariational method 610 $ashear wall 610 $aprogressive collapse 610 $aabnormal loads 610 $arecovery 610 $aearthquakes 610 $aresilience-based design 610 $adisaster 610 $aOpenSees 610 $aseismic analysis 610 $aresponse surface method 610 $asubway station 610 $aratcheting effect 610 $amatching pursuit decomposition 610 $ahybrid simulation 610 $asubway induced vibration 610 $adynamic structural analysis 610 $anumerical simulations 610 $astructural sensitivity 610 $ainflection point 610 $asystem restoration 610 $ainfinite element boundary 610 $asimulation model 610 $aMonte Carlo simulation 610 $anonlinear response 700 $aYang$b Tony$4auth$01296343 702 $aPapalou$b Angeliki$4auth 702 $aZhou$b Ying$4auth 702 $aLu$b Zheng$4auth 906 $aBOOK 912 $a9910367565803321 996 $aResilience and Sustainability of Civil Infrastructures under Extreme Loads$93024022 997 $aUNINA