2 edition of Nonstationary models of seismic ground acceleration found in the catalog.
Nonstationary models of seismic ground acceleration
by National Center for Earthquake Engineering Research in Buffalo, N.Y
Written in English
|Statement||by Mircea Grigoriu and Sonia E. Ruiz and Emilio Rosenblueth.|
|Series||Technical report -- NCEER-88-0043, Technical report (National Center for Earthquake Engineering Research (U.S.)) -- NCEER-88-0043.|
|Contributions||Ruiz, Sonia E., Rosenblueth, Emilio, 1926-., National Center for Earthquake Engineering Research (U.S.), National Science Foundation (U.S.)|
|The Physical Object|
|Pagination||1 v. (various pagings) :|
The Electric Power Research Institute (EPRI), in cooperation with the Taiwan Power Company (TPC), constructed two models (1/4-scale and 1/2-scale) of a nuclear plant containment . A series of three-component ground-motion records (~ ) were applied at the base of the model to perform non-linear time history analyses. The set of numerical results was then used to Author: Jeremy Rohmer, Pierre Gehl, Marine Marcilhac-Fradin, Yves Guigueno, Nadia Rahni, Julien Clément.
A nonstationary random process model for earthquake accelerograms R. Narayana Iyengar. Though many models for the simulation of earthquake records have been suggested, they are Cited by: The blue rectangle outlines the region covered by the 3-D geologic and seismic velocity models. Black dots show the epicenters of the San Francisco earthquake and the Loma .
In this investigation, we present the Hilbert-Huang transform (HHT) as an alternative technique, which has advantage over other methods for extracting useful data of seismic ground Author: Silvia Raquel García Benítez, Leonardo Alcántara Nolasco. the largest median ground acceleration is selected. The deterministic seismic hazards in terms of PGA, 5 % damped spectral acceleration at , , and s are performed at .
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NONSTATIONARY MODELS OF SEISMIC GROUND ACCELERATION by Mircea Grigoriu1, Sonia E. Ruiz 2and Emilio Rosenblueth.3 J Technical Report NCEER. An extension of the Thomson's spectrum estimation method is used to adaptively estimate the evolutionary power spectral density (PSD) function of the target ground acceleration record.
Current estimates of seismic structural fragilities are commonly made on the basis of finite collections of actual or virtual ground-acceleration records that are scaled to have the same.
In literature more complex models characterized by Multi-Degree of Freedom (MDoF) filters have be proposed to model seismic ground acceleration in a specific area. These models are Cited by: 4. Soil Dynamics and Earthquake Engineering 11 () Nonstationary ARMA modeling of seismic motions J.P. Conte Civil Engineering Department, Rice University, Houston, Texas Cited by: For Level 2 earthquake ground motion, these codes require the inland near-field type and the oceanic/interplate type of ground motion to be considered in seismic safety analysis.
Figure. Trends of interarrival time probability density functions and hazard rates of the two models are reported in The seismic intensity is measured by the peak ground acceleration (PGA).
Wang, JN & Kavazanjian, ENONSTATIONARY PROBABILISTIC MODEL FOR PORE PRESSURE DEVELOPMENT AND SITE RESPONSE DUE TO SEISMIC EXCITATION. in Author: Jaw Nan Wang, Edward Kavazanjian. A new, versatile, stochastic earthquake ground motion model is developed to represent the multifold characteristics of actual earthquake ground motions.
This earthquake model is Author: Bor-Feng Peng. Geophysics. Earthquake energy is dispersed in waves from the hypocentre, causing ground movement omnidirectionally but typically modelled horizontally (in two directions) and.
Strong ground motions need to be modeled as nonstationary random processes. Although methods have been proposed to generate nonstationary random processes with evolutionary Cited by: 1. Grigoriu M, Ruiz SE, and Rosenblueth E (), Nonstationary models of seismic ground acceleration, Tech Report NCEER, Natl Center for Earthquake Engineering Cited by: Considering the uncertainty and the time variation of frequency contents of real seismic excitation, a new versatile stochastic strong ground motion model named general stochastic seismic Author: Zhi Hua Wang, Chong Shi Gu.
Values of peak horizontal ground acceleration recorded in past earthquakes and used for estimating horizontal ground motions in earthquake-resistant design _____— ——————— Cited by: Probability - probability of exceedence in 50 years PGA - Peak Ground Acceleration based on intensity-acceleration relationships from erg and Richter (), 2.
Medvedev () File Size: 1MB. A new stochastic ground motion model for generating a suite of ground motion time history with both temporal and frequency nonstationarities for specified earthquake and Cited by: 1.
spectral acceleration corresponding to 1s and 5% damping with 10% and 2% probability of exceedance in 50years were prepared. The peak ground acceleration (PGA) and SA values at. Search term.
Advanced Search Citation Search. Search. Seismic Load Information: Spectral Response Acceleration (Ss) – IBC.
S s is a coefficient used to calculate the effect of the Maximum considered earthquake ground motion for the given.
Peak ground acceleration, second and second response spectral acceleration according to map calculated by program ESFRISK.
Table 6. Geotechnical data and soil column model File Size: 1MB. The database has already been utilized for the study of the attenuation of peak ground acceleration (PGA) and velocity and consists of 95 accelerograms from 17 earthquakes of Cited by: ground-motion prediction equations are derived from this rock-motion database for the 5 % damped acceleration response spectra (SA(f)), peak ground acceleration(PGA), AI, D SR and .Home» Resources» Library» US Peak Ground Acceleration Seismic Map US Peak Ground Acceleration Seismic Map PGA is an important measure for earthquake engineering and in .