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Features:
NIDA provides verstile nonlinear solution methods
Seismic evaluation (response spectrum, pushover, time-history)
Elastic buckling and vibration analysis
Large deflection analysis of shell structures
Load and construction sequences analysis
Plastic hinge method
Semi-rigid connection
Elimination of effective length assumption
Consideration of P-Δ, P-δ effects and initial imperfections;
Second-order (Direct) analysis to CoPHK / BS 5950 /Eurocode3
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Capacities of Concrete-filled Steel Beams of Unequal Double Spans by Testing and Code
Second-order analysis and experiments of SEMI-RIGID AND IMPERFECT domes
Experimental and analytical investigations of steel and composite trusses
Experimental and analytical investigations of steel and composite trusses
Stability analysis and parametric study of pre-stressed stayed columns
Second-Order Analysis and Design of Wall-Framed Structures Allowing for Imperfections
Advanced analysis of hybrid frame structures by refined plastic-hinge approach
Technical Papers
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1
Stability analysis and parametric study of pre-stressed stayed columns
1354
2
Second-Order Analysis and Design of Wall-Framed Structures Allowing for Imperfections
1427
3
Advanced analysis of hybrid frame structures by refined plastic-hinge approach
879
4
Second-order analysis and design of angle trusses, Part II: Plastic analysis and design
735
5
Second-order analysis and design of angle trusses Part I: Elastic analysis and design
692
6
Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. I
1295
7
Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. II
640