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The SAP name has been synonymous with state-of-the-art analytical methods since its introduction over 30 years ago.
SAP2000 follows in the same tradition featuring a very sophisticated, intuitive and versatile user interface powered by an unmatched analysis engine and design tools for engineers working on transportation, industrial, public works, sports, and other facilities. From its 3D object based graphical modeling environment to the wide variety of analysis and design options completely integrated across one powerful user interface, SAP2000 has proven to be the most integrated, productive and practical general purpose structural program on the market today.
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Integrated design code features can automatically generate wind, wave, bridge, and seismic loads with comprehensive automatic steel and concrete design code checks per US, Canadian and international design standards. Advanced analytical techniques allow for step-by-step large deformation analysis, Eigen and Ritz analyses based on stiffness of nonlinear cases, catenary cable analysis, material nonlinear analysis with fiber hinges, multi-layered nonlinear shell element, buckling analysis, progressive collapse analysis, energy methods for drift control, velocity-dependent dampers, base isolators, support plasticity and nonlinear segmental construction analysis.
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DirectX graphics mode has been enhanced to use DirectX 11 for enhanced speed and capabilities. Modeling New 2-D modified Darwin-Pecknold concrete model has been added to the nonlinear layered shell. This model represents concrete compression, cracking, and shear behavior under both monotonic and cyclic loading, and accounts for crack rotation.
Semi-rigid option added for diaphragm constraint. Modify undeformed geometry feature enhanced to allow applying the modification to a selection of joints, as well as limiting direction of modification. Loading Ability to specify accidental eccentricity for response spectrum cases added. Automated response spectrum functions according to the Costa Rica Seismic Code 2010, Ecuador NEC-SE-DS 2015 , Korean KBC 2009, Mexico CFE-93 and CFE-2008 , and Peru NTE E.
Auto-seismic loading according to Korean Building Code KBC 2009 added Auto-seismic loading according to the Dominican Republic R-001 code added Analysis A new stability check has been added for nonlinear static load cases to report when the structure may have failed under material or geometric nonlinearities that are not obvious from the analysis results.
The handling of convergence tolerances for time-dependent behavior during staged-construction analysis has been improved to better enforce equilibrium after large load increments. International Frame Design Codes Concrete Frame Design — ACI 318-08, -11, -14 enhancement allows specifying Design System Rho ρ and Design System SDS factors in the concrete frame design preferences.
Steel Frame Design — Eurocode 3-2005 enhancement to perform a basic torsion design for I- and tubular sections. The center of mass is now reported in the Assembled Joint Masses table for each mass source. CSI SAP2000 Version 18. Disconnect from the Internet 2. Run Setup 32 or 64 bit your preferred 3. Copy the license file to : a. For 32bit Windows : C:Program Files x86 Computers and StructuresSAP2000 18 and C:Program Files x86 Computers and StructuresSAP2000 18CSiLicensing b. For 64bit Windows : C:Program FilesComputers and StructuresSAP2000 18 and C:Program FilesComputers and StructuresSAP2000 18CSiLicensing c.
For another user-chosen folder, find the directory and copy the license file there. If you want this time not to end : 1. Change time at your windows clock and put it some years before 2016 2. Wait for the next SAP2000 update Version 19 coming in the beggining of year 2017 or another crack.
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