06-04-2018, 03:44 AM
CSI ETABS v17.0.0
Size: 737 MB
Size: 737 MB
New Features:
- General quadrilateral meshing of floor areas.
- User-defined internal mesh for shells.
- Improved merging of floor areas by removing common edges.
- Ability to automatically add rigid-zone areas over columns and walls.
- Improved DirectX Display.
- New link property to represent high-damping rubber-bearing isolator.
- Multiple controlled displacements for static pushover analysis.
- Link properties can be used for line and area springs.
- Strain response for shell objects (walls and floors).
- Option to control the slope of steep strength-drop in frame hinges.
- Improved convergence behavior for displacement-controlled nonlinear static load cases.
- Non-iterative event-to-event option for nonlinear static analysis.
- Increased speed and reduced storage for running and displaying results of nonlinear load cases.
- ASCE 41-17 auto hinges.
- Optional points BC and CD on hinge backbone curves.
- Auto-wind loading according to the ASCE 7-16 code and Korean Building Code (KBC 2016) added.
- Auto-seismic loading according to the ASCE 7-16 code, Korean Building Code (KBC 2016), Indian Standard Code (IS 1893:2016) and Turkish Seismic Code (TSC-2018) added.
- Automated response spectrum functions according to the ASCE 7-16, Korean Building Code (KBC 2016), Indian Standard (IS 1893:2016) and Turkish Seismic Code (TSC-2018) added.
- AISC 360-16 composite beam design added.
- AISC 360-16 steel frame design added.
- NTC 2018 Steel Frame Design added.
- IS 456:2000 concrete frame design updated for the IS 13920:2016 seismic code.
- Parallel processing has been implemented for running design (all types).
- Automatic concrete column design to achieve strong-column/weak-beam connections.
- Implementation of AISC Design Guide (DG) 11 for composite beam design based on AISC 360, CSA S16 and Eurocode.
- Web penetrations for composite beam design based on AISC 360-16, AISC 36-10 and AISC 360-05 codes.
Code:
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Private Note:
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Code:
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