| Applies To | |
| Product(s): | STAAD.Pro |
| Version(s): | All |
| Environment: | N/A |
| Area: | Analysis Solutions |
| Subarea: | Seismic Analysis Solutions |
| Original Author: | Bentley Technical Support Group |
This page contains Wikis related to various Seismic Code Implementations.
- General error with models having ST 3 parameter in IS:1893 seismic definition
- Error ST seismic parameter is missing
- Torsion consideration in IS 1893-2002 seismic analysis
- Calculation of Seismic Load generation by Rayleigh frequency
- Use of GL parameter in IS893(Part-1)-2016 seismic analysis
- Consideration of minimum base shear criteria in Vertical Seismic Load generation in IS1893(Part-1)-2016
- Consideration of Minimum Base shear in IS1893(Part-1)-2016 seismic analysis
- Consideration of Rotational Mass in the analysis
- IS 1893-1 2002 Story Drift
- Major changes observed in IS 1893(Part-1)-2016 compared to the 2002 version of the code
- Torsional Consideration in IS1893 (Part-1) 2016 Equivalent Static Analysis
- Types of Irregularities as per IS 1893(Part-1)-2016 evaluated in STAAD.Pro CE
- Use of DX and DZ parameter in IS1893(Part-1)-2016 seismic analysis
- Colombian Seismic Verification Example
- Use of HT parameter in IS1893(Part-1)-2016 Seismic
- Vertical earthquake shaking in the analysis as per IS1893(Part-1)-2016
- Where do the value of Ta and Tb derived from
- ERROR THE RAYLEIGH FREQUENCY 1.13523E-06 IS LESS THAN 0.00001 FOR LOAD
- Mismatch between manual and STAAD calculated Ah value
- NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED
- Seismic analysis of a large dia pipe
- ERROR - EITHER NA OR NV FACTOR HAS NOT BEEN SPECIFIED
- Significance of the Rw Value in the UBC code
- Seismic forces calculation as per ASCE equation
- WARNING IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION
- Base shears, reactions, moments all reported as zeros for generated seismic load case