P. Leger et al., SPECTRUM-COMPATIBLE ACCELEROGRAMS FOR INELASTIC SEISMIC ANALYSIS OF SHORT-PERIOD STRUCTURES LOCATED IN EASTERN CANADA, Canadian journal of civil engineering, 20(6), 1993, pp. 951-968
Smooth design spectra are generally used to describe the seismic excit
ation provided by the maximum design earthquake for safety evaluation
of critical facilities located in eastern Canada. However, a comprehen
sive study of the inelastic behaviour of critical structural systems r
equires a step-by-step inelastic analysis in the time domain. This pap
er presents a study of the inelastic seismic analysis of short-period
structures subjected to ground motion acceleration time histories comp
atible with eastern Canadian conditions and defined (i) from historica
l records scaled to the smooth design spectrum intensity, (ii) from sp
ectrum-compatible accelerograms generated by random vibration theory,
and (iii) from the modification of the Fourier spectrum coefficients o
f historical records while preserving the original phase angles. The d
uctility demand, the input energy, the hysteretic energy, the number o
f yield events, and other performance indices are examined in parametr
ic analyses to identify the type of earthquake motions that is critica
l for earthquake resistant design of short-period structures.