2007 Midas Civil V730 Enhancements - CSP Fea
2007 Midas Civil V730 Enhancements - CSP Fea 2007 Midas Civil V730 Enhancements - CSP Fea
MIDAS CivilCivilIntegrated Solution SystemFor Bridges and Civil Structures2007 UpgradeAnalysis5. Limit Strength for Tension only/Compression only TrussModel > Elements > Create ElementsTensileForce LimitPUpgrade Contents• Addition of Limit Strength for Tension only/Compressiononly Trusses.uEffects & Usage•An additional method of representing materialnonlinearity. Both Tension only / Compression only limitsare provided.PuCompressiveForce Limit
MIDAS CivilCivilIntegrated Solution SystemFor Bridges and Civil Structures2007 UpgradeAnalysis6. Masonry Non-linear Material AnalysisModel > Properties > Plastic Material• Addition of masonry non-linear material model.Upgrade Contents-Displays yieldingpoints at at each stepEffects & Usage• Masonry non-linear materials can be effectively used for analysisof traditional arch bridge analysis.• Masonry non-linear materials can only be applied to solidelements.Brick MaterialBed Joint MaterialHead Joint MaterialGeometric Definition
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MIDAS <strong>Civil</strong><strong>Civil</strong>Integrated Solution SystemFor Bridges and <strong>Civil</strong> Structures<strong>2007</strong> UpgradeAnalysis6. Masonry Non-linear Material AnalysisModel > Properties > Plastic Material• Addition of masonry non-linear material model.Upgrade Contents-Displays yieldingpoints at at each stepEffects & Usage• Masonry non-linear materials can be effectively used for analysisof traditional arch bridge analysis.• Masonry non-linear materials can only be applied to solidelements.Brick MaterialBed Joint MaterialHead Joint MaterialGeometric Definition
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