Location:HOME > BIM.Civil.InfraStructure > Introduction
BIM.Civil.InfraStructure
CSI SAP2000 version 16.1
Csi sap2000 downloadsap2000 student versioncsi etabssap2000 latest versioncsi softwaresap 2000 v14 free downloadCsi etabs downloadCsi etabs free downloadetabs student versionCsi etabs tutorialcsi etabs priceetabs trial
SAP2000isgeneral-purposecivil-engineeringsoftwareidealfortheanalysisanddesignofanytype
SAP2000 is general-purpose civil-engineering software ideal for the analysis and design of any type of structural system. Basic and advanced systems, ranging from 2D to 3D, of simple geometry to complex, may be modeled, analyzed, designed, and optimized using a practical and intuitive object-based modeling environment that simplifies and streamlines the engineering process.
Significant enhancements include:- Steel frame design has been added according to the Norsok N-004 2013 code.
- Steel frame design according to the API RP 2A-WSD 21st edition code has been updated for supplements 1, 2 and 3.
- Auto lateral wind load has been added according to the API 4F 2013 code.
- The Chinese section-property database files have been enhanced by adding new sections.
- A bilinear Maxwell damper has been implemented as a new link property. This device is a linear spring in series with a dashpot whose force-velocity relationship exhibits bilinear viscous behavior, typical of certain oil dampers having a relief valve.
- A friction-spring hysteretic damper has been implemented as a new link property. The force-displacement relationship exhibits linear slipping stiffness when loading, but unloads with a smaller slipping stiffness. A pre-compression displacement and a displacement stop-limit may be specified.
- The specification of the notional size used for time-dependent creep and shrinkage analysis has been enhanced to now be specified with the frame and shell section properties instead of with the material property.
- A new staged-construction operation “Change Section & Age” is now available allowing specification of the “Age at Add” when changing frame sections or shell sections.
- Table output can now request the correspondence between the response components at a single location for additive-, range-, and enveloping-type load combinations. Results that admit correspondence includes most displacement, force, and stress response quantities.
- The import of primary data from SACS data files is now available.
- Auto lateral wind load has been added according to the API 4F 2013 code.
- The Chinese section-property database files have been enhanced by adding new sections.
- A bilinear Maxwell damper has been implemented as a new link property. This device is a linear spring in series with a dashpot whose force-velocity relationship exhibits bilinear viscous behavior, typical of certain oil dampers having a relief valve.
- A friction-spring hysteretic damper has been implemented as a new link property. The force-displacement relationship exhibits linear slipping stiffness when loading, but unloads with a smaller slipping stiffness. A pre-compression displacement and a displacement stop-limit may be specified.
- The specification of the notional size used for time-dependent creep and shrinkage analysis has been enhanced to now be specified with the frame and shell section properties instead of with the material property.
- A new staged-construction operation “Change Section & Age” is now available allowing specification of the “Age at Add” when changing frame sections or shell sections.
- Table output can now request the correspondence between the response components at a single location for additive-, range-, and enveloping-type load combinations. Results that admit correspondence includes most displacement, force, and stress response quantities.
- The import of primary data from SACS data files is now available.
Download rapidgator
http://rg.to/file/7a0ebbec9d5f70464aa29cbfc720ece2/CSI.SAP2000.v16.1.1.rar.html
Download uploaded
http://uploaded.net/file/om0xean3/CSI.SAP2000.v16.1.1.rar
Related articles
Comment/コメント
Comment list/コメントリスト
- No comments/コメントはありません