Spectral response analysis
A spectral response analysis calculates the effect of an earthquake
on a structure. The properties of the earthquake are defined in code-specific
spectral curves (response spectra) that are supplied with SPACE GASS.
Each spectral curve is a graph of acceleration in terms of g's versus
period in terms of seconds, and is derived from the time-history record
of a ground vibration for a specific level of damping. They are not dependent
in any way on the properties of the structure being analysed.
A built-in graphical spectral curve editor allows you to modify or create
your own response spectra and save them to a spectral curve library.
You can define spectral load cases, each of which references a list
of modes, a spectral curve, a mass load case and a direction vector. It
is common practice to have a spectral load case for each of the two horizontal
orthogonal building directions, plus various combinations of them with
the use of combination load cases.
The spectral analysis module has code-specific inputs for the latest
Australian, New Zealand and Indian loading codes, however it can also
be run in a General mode that can be applied to any loading code.
For an accurate spectral analysis, it is important that the spectral
load cases have been defined correctly and that appropriate combinations
of the spectral load cases have been specified. For more information,
refer to "Spectral
The analysis considers the vibration of the structure and identifies
the maximum values that result from it. Generally, the maximums at different
points of the structure occur at different times during the dynamic event.
Consequently, the spectral results do not represent an equilibrium state
of the structure, but rather an envelope of the maximums. Furthermore,
because the earthquake action has no sign (ie. its accelerations are both
positive and negative), the maximum values have no sign and hence the
sign of the results is indeterminate. Usually, the results are dominated
by one of the mode shapes which SPACE GASS can identify and apply its
sign to the results. Alternatively, you can select which mode shape the
sign should be taken from.
If horizontal base shear scaling is activated, the results will be scaled
up if the total reaction in the vector direction is less than a user defined
proportion of the total static force or a user defined percentage of the
The results of the spectral analysis include deflections, forces, moments,
stresses and reactions that can be displayed graphically, printed or used
in a design in the same way as the results from a static analysis. It
is also possible to combine spectral load cases with static load cases
in combination load cases.
- A spectral response analysis is linear only and therefore cannot
be performed if your model contains cable elements.
- Because it is linear, a spectral response analysis treats tension-only
and compression-only members as normal members that can take tension
- P-D and
are not taken into account during a spectral response analysis, however
you can specify a user
scaling factor that lets you simulate P-delta and other amplification
- Because the maximum response at different points on the structure
occur at different times during the earthquake event, the spectral
results do not represent an equilibrium state of the structure, but
rather an envelope of the maximums. For these reasons, any post-analysis
calculations (eg. overturning moments from plate cuts or user calculations)
that depend on the structure being in equilibrium may not be reliable.
- A buckling analysis cannot be performed with spectral load cases
and therefore compression effective lengths from a buckling analysis
are not available when doing a steel member design/check on spectral
load cases. If you are performing a steel member design/check on combination
load cases that contain a mixture of static and spectral load cases
then the spectral load cases will not contribute to the calculation
of the compression effective lengths. This may not be correct and
so you should consider specifying your compression effective lengths
manually in those cases.
- A spectral response analysis requires a dynamic frequency analysis
to be conducted first.
- The spectral response analysis must be repeated after a dynamic
frequency analysis because its results will have been deleted.
- No automatic provision is made for extra torsion due to accidental
eccentricity of the horizontal earthquake actions as required by most
earthquake loading codes, however the diaphragm
tools include options for generating the extra eccentric mass cases
required to model accidental eccentricity. It is up to you to include
these in the model. Further discussion is included in the "Accidental eccentricity"
section of this chapter.
- AS1170.4-2007 clause 6.2.3 imposes a lower limit on the period
when doing the base
shear scaling calculations, however this lower limit is not applied
in SPACE GASS due to the inconsistent results it can produce. If the
calculated period used in the base shear scaling is less than the
clause 6.2.3 limit and you wish to apply the limit then you should
select "Scale using fundamental period" and specify the
- NZS1170.4 clause 126.96.36.199 imposes a lower limit of 0.4s on the calculated
period for the purposes of calculating kμ.
It is imposed in SPACE GASS for all modes (not just the fundamental
mode) for the base shear scaling calculations and for the modal response
spectrum calculations when calculating kμ.
- The accuracy of the spectral response analysis depends on the accuracy
of the dynamic frequency analysis on which it is based. It is therefore
important that you set up your model correctly to achieve accurate
dynamic frequency analysis results. For example, if master-slave constraints
are used then positioning of the master nodes is particularly important
for correct mass distribution. For more information, refer to "Dynamic
Refer to "Spectral
response analysis results" for details and interpretation of
the results of a dynamic spectral response analysis.