Generation of Synthetic Ground Motion in Time Domain
نویسندگان
چکیده
منابع مشابه
1 D Time - Domain Solution for Seismic Ground Motion Prediction
A full time-domain solution for predicting earthquake ground motion based on the 1D viscoelastic shear-wave equation is presented. The derivation results in a time-domain equation in the form of an infinite impulse response filter. A solution in the time domain has several advantages including causality, direct modeling of impulsive and transient processes, and ease of inclusion of nonlinear so...
متن کاملApproximate Incremental Dynamic Analysis Using Reduction of Ground Motion Records
Incremental dynamic analysis (IDA) requires the analysis of the non-linear response history of a structure for an ensemble of ground motions, each scaled to multiple levels of intensity and selected to cover the entire range of structural response. Recognizing that IDA of practical structures is computationally demanding, an approximate procedure based on the reduction of the number of ground m...
متن کاملAPPLICATION OF WAVELET THEORY IN DETERMINING OF STRONG GROUND MOTION PARAMETERS
Cumulative absolute velocity (CAV), Arias intensity (AI), and characteristic intensity (CI) are measurable characteristics to show collapse potential of structures, evaluation of earth movement magnitude, and detection of structural failure in an earthquake. In this paper, parameters which describe three characteristics of ground motion have been investigated by using wavelet transforms (WT). I...
متن کاملHead Motion Generation with Synthetic Speech: A Data Driven Approach
To have believable head movements for conversational agents (CAs), the natural coupling between speech and head movements needs to be preserved, even when the CA uses synthetic speech. To incorporate the relation between speech head movements, studies have learned these couplings from real recordings, where speech is used to derive head movements. However, relying on recorded speech for every s...
متن کاملInfluence of Real Ground Motion Records in Performance Assessment of RC Buildings
Reinforced concrete frame buildings with Open Ground Story (OGS) are one of the most common building configurations in urban habitat. These configurations are known to be vulnerable to seismic excitations, primarily due to the sudden loss in strength in the ground story and differential stiffness distribution throughout the structure. The differential stiffness distribution is attributed primar...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: LHI Journal of Land, Housing, and Urban Affairs
سال: 2010
ISSN: 2093-8829
DOI: 10.5804/lhij.2010.1.1.051