2007 Midas Civil V730 Enhancements - CSP Fea

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MIDAS CivilCivilIntegrated Solution SystemFor Bridge and Civil Structure2007 UpgradePre Process6. Auto generation of Nonlinear Springs for Integral Bridge AnalysisModel > Boundaries > Integral Bridge Spring SupportUpgrade Contents• Generate nonlinear springs to represent the stiffness of the backfill and soilEffects & Usage• Models the abutment-soil interaction as compression-only springs and thesoil adjacent to piles as nonlinear springs. Nonlinear characteristics of springsover the pile height is automatically varied.• Linear, compression-only and Multi-Linear springs are automaticallyassigned to nodes depending upon the spring direction.• By selecting the abutment and pile elements and entering geometry data(ground level, abutment height, deck length, etc.) and soil properties, thespring stiffness at each node is automatically calculated.Define compression-onlysprings for abutment backfillDefine nonlinear springs for thesoils adjacent to to pilesIntegral Bridge Model
MIDAS CivilCivilIntegrated Solution SystemFor Bridge and Civil StructurePre Process7. Tapered Composite Beam SectionModel > Properties > Section (Tapered Section)2007 UpgradeUpgrade Contents• Addition of tapered sections for composite beamsEffects & Usage• allows modeling of composite girder by simply specifying dimensions ofdesired tapered section.Examples of of Tapered Composite Girder
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2007 Midas Civil V730 Enhancements - CSP Fea

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