| 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]]