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NIDA-结构二阶(直接)分析与设计的领航者
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NIDA-结构二阶(直接)分析与设计的领航者
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NIDA 9.0 简介.
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General Questions - NIDA-Leading Innovation in Second-order (Direct) Analysis
http://en.nidacse.com/general-questions/supports/general-questions
Tuesday, 08 November 2016. Do Second-Order Analysis Design include Beam Buckling Analysis as well? Ask about the initial imperfection in the analysis. What is the meaning of Default Delta x L/1000? What is the difference between PEP element and Curved Stability Function? Why the eigen-value solutions of two similar structures are different a lot? Under what circumstance shall we pick variable load increment for post-buckling analysis? Theory of Second-Order Analysis. Elastic Critical Load Factor.
Purchase - NIDA-Leading Innovation in Second-order (Direct) Analysis
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Tuesday, 08 November 2016. An USB key will be licensed to the client. The users in the same company can transfer it from PC to PC without contacting NIDA. This simple process enables users not only to move licenses around the office, but also to move them between offices to facilitate the most effective use of the software. Anyone who is interested please directly contact with Professor S.L. Chan as below. Professor S.L. Chan. Department of Civil and Enviromental Engineering,. Hung Hum, Kowloon,.
nidamap - NIDA-Leading Innovation in Second-order (Direct) Analysis
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Tuesday, 08 November 2016. NIDA provides verstile nonlinear solution methods. Elimination of effective length assumption. Consideration of P-Δ, P-δ effects and initial imperfections. Second-Order Direct Analysis to CoPHK/Eurocode3/AISC-LRFD. Elastic buckling and vibration analysis. Large deflection analysis of shell structures. Seismic evaluation (response spectrum, pushover, time-history). Load and construction sequences analysis. Load and Construction Sequences. Numerical Methods for Nonlinear Analysis.
General Nonlinear Parameters for Analysis - NIDA-Leading Innovation in Second-order (Direct) Analysis
http://en.nidacse.com/technical-documents/supports/technical-documents/general-nonlinear-parameters-for-analysis
Tuesday, 08 November 2016. General Nonlinear Parameters for Analysis. It describes the number of total load cycles for the nonlinear analysis. The number is equal to the total number of load cycles required in the Analysis. Maximum Iterations for each Load Cycle. Number of Iterations for Tangent Stiffness Matrix. Imperfection Method and Direction. Magnitude of Imperfection for Global Eigenvalue Mode. Theory of Second-Order Analysis. Common Types of Analysis for Structural Design.
Elastic Critical Load Factor - NIDA-Leading Innovation in Second-order (Direct) Analysis
http://en.nidacse.com/technical-documents/supports/technical-documents/elastic-critical-load-factor
Tuesday, 08 November 2016. Elastic Critical Load Factor. Elastic Critical Load Factor (. Is an indicator for buckling sensitivity of a structure. The larger the value is the less sensitive to sway buckling effect the structure is. It can also be used to compute the amplification moment (M) from the moment obtained by a linear analysis ( M') as,. Is useful in assessing the stability condition. The following requirements are imposed in the CoPHK (2011). Second-order analysis can be used in all cases above.
Demonstrations - NIDA-Leading Innovation in Second-order (Direct) Analysis
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Tuesday, 08 November 2016. Construction Sequence Analysis of Steel Structure. Large Deflection Analysis of Flexible Barrier. Theory of Second-Order Analysis. Common Types of Analysis for Structural Design. Elastic Critical Load Factor. Elastic vs. Plastic Analysis. Load and Construction Sequences. Minimum Residual Displacement Method. Newton-Raphson (Constant Load) Method.
Technical Documents - NIDA-Leading Innovation in Second-order (Direct) Analysis
http://en.nidacse.com/technical-documents/supports/technical-documents
Tuesday, 08 November 2016. Load and Construction Sequences. Numerical Methods for Nonlinear Analysis. General Nonlinear Parameters for Analysis. Common Types of Analysis for Structural Design. Elastic vs. Plastic Analysis. Elastic Critical Load Factor. Theory of Second-Order Analysis. Theory of Second-Order Analysis. Common Types of Analysis for Structural Design. Elastic Critical Load Factor. Elastic vs. Plastic Analysis. Load and Construction Sequences. Minimum Residual Displacement Method.
Privacy - NIDA-Leading Innovation in Second-order (Direct) Analysis
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Tuesday, 08 November 2016. NIDACSE reserves the right to change this Privacy Policy from time to time. Be sure to check this page periodically for updates. If NIDACSE ever makes a material change to this Privacy Policy, you will have an opportunity to choose how that change will affect any personal information you previously gave NIDACSE. Registration is not required to gain access to the Site. However, there are sections of the site which do require a password, such as the About NIDA.
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