Response Spectrum Analysis


	Applies To

	Product(s):	STAAD.Pro
	Version(s):	All
	Environment:	N/A
	Area:	Analysis Solutions
	Subarea:	Response Spectrum Analysis
	Original Author:	Bentley Technical Support Group

This page contains Wikis related to the Response Spectrum Analysis.

Should I specify Response Spectrum in ALL directions in the same load case
In base shear what is considered as the base
I added dead+live load as seismic mass. Do I need need to define these loads separately too ?
When Specifying Damping, the Displacements and Forces Remain Same
How Does Ground Acceleration Scale Factor Work
How to Input the Missing Mass Correction Command
Rayleigh Method Calculate Natural Frequency
The natural frequencies obtained during a Response Spectrum Analysis do not match the values calculated using the CALCULATE RAYLEIGH FREQUENCY command
Spectrum Load Case Joint Failing?
Base Shear Does Not Match the Summation of Shears
No Unsupported Masses Entered Error
Is Design Ground Acceleration Correct
Missing mass – How to Consider
Multiple Floor Spectrum Generation Block Not Allowed
Response spectrum analysis with compression only springs
Why are beam graphs not displayed for response spectrum load cases in STAAD.Pro
Results from a response spectrum analysis
Are beam section forces reported by STAAD.Pro for a response spectrum load case accurate?
IS:1893 (Part-I)-2002 Response Spectrum Philosophy
How do I use the CUT OFF MODE command?
Calculation of story drift for response spectrum load case
Scale Factor (f4) value for Response Spectra
How Multiplying factor Vb/VB is taken into consideration in STAAD for IS1893 2016 code?
Do we need to add Static Seismic Load cases additionally while performing Response Spectrum Analysis using IS1893(Part-1)2016 code?
Torsional provision Consideration in IS 1893 (Part-1) 2016 Response Spectrum Analysis
Direction Factor (f1, f2 and f3) for Response Spectrum load case for IS 1893(Part-1)-2016
Scale Factor (f4) value for Response Spectra

Response Spectrum Analysis

See Also