EngiSSol 2D Frame Analysis v1.1 Dynamic Edition 英文正式版(有限元法/對平面桁架進行靜態和動態分析的軟體)





破解說明:破解檔放置於crack夾內,請將破解檔複製於主程式的安裝目錄內既可破解



軟體簡介:

EngiSSol2DFrameAnalysisv1.1DynamicEdition英文正式版(有限元法/對平面桁架進行靜態和動態分析的軟體)


中文化說明:

內容說明:
軟體簡介：一個使用有限元法，對平面桁架進行靜態和動態分析的軟體。
發佈說明：動態版本。

英文說明:
Thisisaverypowerful,yetveryeasytouse,frameanalysisprogram.

Features:
-Useofhighlyflexible,general,finiteelementmethod
-StaticAnalysisofMultispanbeams,2DTrussesand2DFrames
-UnlimitednumberofNodesandBeams
-3DegreesoffreedomperNode,6perBeam
-Compatibilitywithanyconsistentsystemofunits
-Alltypeofboundaryconditions(fixed,rollers,etc.)
-Bentsupportconditionswithrespecttotheglobalcoordinatesystem,
e.g.rollerat30degreesinNode#4.(Nodalconstraintsinalldirections)
-SeparateCoordinateSystemforeachnode
-RotationalSprings
-Unlimitednumberoftranslationalaroundanode(directionandstiffness
foreachone)
-Considerationofanytranslationalandrotationaldisplacementsofthe
supportconditions
-NoneedtodefinefirstNodesandthenBeams,Nodesareproduced
automatically
-Considerationofthermalloads
-Abilitytomodifythebeammaterialpropertieseasilyandfast
-StaticLoadisgivenwithrespecttotheglobalorlocalsystemofeach
beamorNode
-Quickrelease1to3degreesoffreedomatthestartingorendingnode
ofeachbeaminauserdefinedlocalcoordinatesystem
-VerticalandHorizontalDistributionLoadonbeams
-EasyandinteractiveinsertionofArcs
-Quickdrawingofthemodelinauserfriendlyenvironment
-FullGUIincludingzoom,pan,grid,snapoptions
-CalculationandDrawingofthedeformedshapeofthegivenmodel
-Analyticalviewoftheresultsofanalysis,thegeometry,thestatic
model,theloadsetc.
-DrawingofDiagramsofAxialandShearForceandBendingMoment
-Scalingtoabovediagramsandthedeformedmodelinteractively
-Printingsofanalyticalresults,stressanddisplacementsdiagrams
-Librarywiththemajorsteelsectionshapesaswellastypical
concretegrades
-Optiontoperformstaticordynamicanalysis
-DynamicPreferences,suchasendingtimeofloading,integrationstep,
dampingcoefficientandinitialspeeds-displacements
-Abilitytoinsertamathfunctionofvariablet(time)asthedynamic
loadofeachnode,forexamplenode34:p(t)=300*Sin(15*t),node5:
p(t)=5*x^3+2*x^2
-Abilitytomodifytheloadingtablemanually(columns-degreeof
freedom,rows-time)inordertoinsertcustomloadingsp(t)
-Creationofnondiagonalmassmatrix
-Arithmeticcalculationofalleigenvaluesandeigenvectors
-Computationofthedynamicdisplacementsandcreationofgraphsof
eachnode'sdisplacementsintheselectedtimespan
-DrawingdiagramsofAxialandShearForceandBendingMomentanddeformed
shapebecauseofthedynamicloadsataspecifiedtime