00910nam0-22003371i-450-99000801457040332120050301103914.00-471-32354-3000801457FED01000801457(Aleph)000801457FED0100080145720050301d2000----km-y0itay50------baengUSy-------001yyMail and internet surveysthe tailored design methodDon A. Dillman2ndNew YorkWileyc2000xvi, 464 p.24 cmPianificazioni di indaginiTecniche di rilevazione001.433Dillman,Don A.496926ITUNINARICAUNIMARCBK990008014570403321XV-C-2910066MASMASMail and internet surveys750439UNINA00881cam0 22002773 450 SOB00806520210913070010.0880615242420040211d1999 |||||ita|0103 baitaIT<<Una >>donna spezzataSimone de BeauvoirTr. Bruno FonziTorinoEinaudi1999252 p.20 cmEinaudi tascabili642001LAEC000170642001 *Einaudi tascabili642Beauvoir, Simone : deA600200062732070128591ITUNISOB20210913RICAUNISOBUNISOB840108034SOB008065M 102 Monografia moderna SBNM840001282SI108034ACQUISTOAlfanoUNISOBUNISOB20151029122140.020151029122211.0AlfanoDonna spezzata97991UNISOB01867nam 2200493In 450 991069953910332120260430112345.0(CKB)5470000002403536(OCoLC)658204877(DGPO)000721971(EXLCZ)99547000000240353620100826d1991 ua 0engurbn|||||||||txtrdacontentcrdamediacrrdacarrierDevelopment of techniques required for the application of a laser to three dimensional visual sensing /by Arthur M. Ryan and Lester A. GerhardtTroy, N.Y. :Center for Intelligent Robotic Systems for Space Exploration, Rensselaer Polytechnic Institute ;[Washington, D.C.]:[National Aeronautics and Space Administration],[1991]1 online resource (51 pages) digital, PDF fileNASA CR ;191855Title from title screen (viewed Aug. 25, 2010)."August 1991."Includes bibliographical references (pages 50-51).NASA contractor report ;NASA CR-191855.Computer visionnasatLaser applicationsnasatOptical scannersnasatRobot sensorsnasatRoboticsnasatComputer vision.Laser applications.Optical scanners.Robot sensors.Robotics.Ryan Arthur M1403588Gerhardt Lester A1403589NASA Center for Intelligent Robotic Systems for Space Exploration.GPOGPOBOOK9910699539103321Development of techniques required for the application of a laser to three dimensional visual sensing3476568UNINA06315nam 2201681z- 450 991055757930332120210501(CKB)5400000000043856(oapen)https://directory.doabooks.org/handle/20.500.12854/69341(oapen)doab69341(oapen)69341(EXLCZ)99540000000004385620202105d2020 |y 0engurmn|---annantxtrdacontentcrdamediacrrdacarrierBuildings and Structures under Extreme LoadsBasel, SwitzerlandMDPI - Multidisciplinary Digital Publishing Institute20201 online resource (434 p.)3-03943-569-8 3-03943-570-1 Exceptional 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.History of engineering and technologybicsscABAQUSanalytical modellingatrium-style metro stationblast loadblast loadingbored-pileboundary layerboundary transition section (BTS)breathingbridge sitebuckling stabilitycharacteristics decompositioncollision testingcomplex roofcomposite pressure hullcomposite shear wallconcretedamping devicederailment containment provisionsdesign base sheardesign strength modeldynamic responseearthquakeearthquakeseffective friction coefficientEOF analysisequivalent continuous modelEurocode 8existing structuresfailure indexfield experimentsfield measurementfield observationFinite Element (FE) numerical modellingfire accidentfire safetyfire simulationfluid-solid interactionframe ductility ratiofree vibrationsfriction resistancefundamental frequencyglobal strain extensometerhigh temperaturehorizontal axis deviationhurricanehydraulic gradientlaminated glass (LG)liquid storage tanklubrication efficiencymasonry buildingsmechanical restraintsMonte Carlo analysismountainous valleymultiple degree of freedom (MDOF)n/anon-linear dynamic analysisnonlinear response history analysisnumerical simulationpile friction resistancepipe-soil-slurry interactionpost-derailment behaviorpushoverquasi-static testRABT fire curvereal-time monitoringrehabilitationreliabilityriskscale experimentsseismic behaviorseismic demandseismic designseismic loadsseismic responseseismic retrofittingshaking table testsimilarity criterionslurry pipe jackingsmall radius TBM intervalsnow loadsnow-wind combined experiment facilitysnowdriftsoil plugsteel frame structuresstructural assessmentsuction caissonsuction penetrationsuper large cooling towertall timber buildingstimber compositestrain derailmenttransfer matrix methodtunnel firetyphoonultimate bearing capacityunderwater explosionvertical earthquake motionvisual testswelded haunch connectionwhippingwhole construction processwindwind characteristicswind tunnel testwind vibration coefficientWinkler elastic foundation beam theoryHistory of engineering and technologyBedon Chiaraedt1297540Stochino FlavioedtHonfi DanieledtBedon ChiaraothStochino FlavioothHonfi DanielothBOOK9910557579303321Buildings and Structures under Extreme Loads3024515UNINA