The seismic waves are amplified in the
structure, because of the pulses of the wave. However, the structure tries to relief these efforts according to the
damping, which is the capacity of
the structure to dissipate energy. Therefore, structures after an
earthquake continue moving after the struck.
Usually a 5% of damping and a natural period of
T=n/10 is related to buildings (n is
the number of stories).
Response Spectrum Accelerations (RSA) can be
constructed in different ways:
Single parameter scaling:
a) RSA is anchored to the PGA at zero
period. RSA=C/T^n
b) RSA is anchored by the maximum
response spectrum acceleration RSAmax. RSA=C/T^n.
c) RSA is scaled by the PGV (a=PGV/750
in Australia, AS1170.4, 1993)
Dual parameter scalling, that is to say, RSA is
scaled by SaT=0,3s y SaT=1,0s. RSA=SaT1/T
Multiple parameter
scalling. From data
obtained for a range of periods.
0 comments:
Publicar un comentario