Sentence examples for maximum spectral acceleration from inspiring English sources

The orientation with the maximum spectral acceleration at a period of one second gives the largest permanent displacements for slope angles of 5, 10 and 15 degrees.

Five different scenario earthquakes and their minimum and maximum spectral acceleration (S a ) (T = 0.3 s) are taken from the CDMP hazard intensity map.

This paper thus aims to investigate the collapse behavior of a super-tall mega-braced frame-core tube building (H = 550 m) to be built in China in the high risk seismic zone with the maximum spectral acceleration of 0.9 g (g represents the gravity acceleration).

Changing the orientation of the ground motion from the as given orientation to the orientation with the maximum spectral acceleration value at a period of 1 second increased the estimated permanent displacements by 50 cm or more for all non-zero slopes.

To investigate the effect of the orientation of the acceleration time series, we combined and rotated the two horizontal components to the orientation with the maximum peak ground acceleration (PGA), the orientation with the maximum spectral acceleration value at a period of one second (Sa(T=1)), and the opposite orientation (azimuth = 180°).

In the recent years, methodologies have been developed that allow the direct determination of maximum spectral accelerations for specified values of the period of a single-degree-of-freedom system and for a given probability of exceedance.

For this analysis the modeled population distribution data and the minimum and maximum value of spectral acceleration are used.

The onset of 'collapse' for a ground motion record is identified as the point where maximum IDR response increases 'drastically' when the spectral acceleration of the record is increased by a 'small' amount (Vamvatsikos and Cornell 2002).

Fragility curves were expressed for critical points of the system as a function of the spectral acceleration of the records and the maximum relative displacement.

The results show that the maximum curvature ductility demands of the columns and the maximum displacement ductility demands of the structure were positively associated with the spectral acceleration and negatively associated with the strong column factor.

To complete the requirements in CI-IDA, the 5 %-damped first-mode spectral acceleration of the platform ((S_{text{a}} (T_{1},55,% ))) and maximum inter-level drift ratio ((theta_{hbox{max} } )) were chosen as a relative efficient IM and DM, respectively.