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Seismic Analysis
Base shears, reactions, moments all reported as zeros for generated seismic load case
Calculation of Seismic Load generation by Rayleigh frequency
Colombian Seismic Verification Example
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
ERROR - EITHER NA OR NV FACTOR HAS NOT BEEN SPECIFIED
Error ST seismic parameter is missing
ERROR THE RAYLEIGH FREQUENCY 1.13523E-06 IS LESS THAN 0.00001 FOR LOAD
General error with models having ST 3 parameter in IS:1893 seismic definition
IS 1893-1 2002 Story Drift
Major changes observed in IS 1893(Part-1)-2016 compared to the 2002 version of the code
Mismatch between manual and STAAD calculated Ah value
NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED
Seismic analysis of a large dia pipe
Seismic forces calculation as per ASCE equation
Significance of the Rw Value in the UBC code
Torsion consideration in IS 1893-2002 seismic analysis
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
Use of GL parameter in IS893(Part-1)-2016 seismic analysis
Use of HT parameter in IS1893(Part-1)-2016 Seismic
Vertical earthquake shaking in the analysis as per IS1893(Part-1)-2016
WARNING IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION
Where do the value of Ta and Tb derived from
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Seismic Analysis
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
analysis
earthquake
seismic
STAAD
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Created by
Sudip Narayan Choudhury
When:
Thu, May 7 2015 7:35 AM
Last revision by
Abhisek M
When:
Thu, Jul 27 2023 4:37 AM
Revisions:
31
Comments:
0
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