Results 111 to 120 of about 1,516 (165)
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Spatial distribution of near-fault ground motion

Acta Seismologica Sinica, 2004
Near-fault strong ground motion of strike-slip and dip-slip of vertical and inclined rectangular fault in half-space and layered half-space is analyzed by dislocation source model. The Fourier spectra ratio of ground motion is adopted to study the characteristics of near-fault ground motion.
Liu Qi-fang, Yuan Yi-fan, Jin Xing
openaire   +1 more source

Shear Plastic Constitutive Behavior for Near-Fault Ground Motion

Journal of Engineering Mechanics, 2017
AbstractThe analysis of structures subjected to earthquake actions can be carried out by means of several methods with different levels of accuracy, among which the nonlinear dynamics is generally ...
CENNAMO, Claudia   +2 more
openaire   +2 more sources

Near-Fault Ground Motion Effects on Simple Structures

Journal of Structural Engineering, 2001
Ground motion records obtained from sites at known locations relative to earthquake faults were used to study near-fault (NF) ground shaking effects on the inelastic response of simple structures. The structures were idealized as single-degree-of-freedom oscillators with periods ranging from 0.05 to 3.0 s, a damping ratio of 2%, and target ductilities ...
Gregory A. MacRae   +2 more
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Dominant pulse simulation of near fault ground motions

Earthquake Engineering and Engineering Vibration, 2013
In this study, a new mathematical model is developed composed of two parts, including harmonic and polynomial expressions for simulating the dominant velocity pulse of near fault ground motions. Based on a proposed velocity function, the corresponding expressions for the ground acceleration and displacement time histories are also derived. The proposed
S. R. Hoseini Vaez   +4 more
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Near-Fault Earthquake Ground Motion and Seismic Isolation Design

2023
Uluslararası işbirliği ile yapılmayan ...
Harmandar, Ebru   +5 more
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Representation of near-fault pulse-type ground motions

Earthquake Engineering and Engineering Vibration, 2005
Near-fault ground motions with long-period pulses have been identified as critical in the design of structures. To aid in the representation of this special type of motion, eight simple pulses that characterize the effects of either the fling-step or forward-directivity are considered.
Lili Xie   +2 more
openaire   +1 more source

Damping coefficients for near-fault ground motion response spectra

Soil Dynamics and Earthquake Engineering, 2011
Abstract Damping coefficients are frequently used in earthquake engineering as a simple way to adjust the pseudo-acceleration or displacement response spectra associated with a viscous damping ratio of 5% to the higher values of viscous damping needed for design of structures equipped with base isolation and/or supplemental energy dissipation devices.
Derek T. Hubbard, George P. Mavroeidis
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Stochastic model for simulation of near‐fault ground motions

Earthquake Engineering & Structural Dynamics, 2016
SummaryA parameterized stochastic model of near‐fault ground motion in two orthogonal horizontal directions is developed. The major characteristics of recorded near‐fault ground motions are represented. These include near‐fault effects of directivity and fling step; temporal and spectral non‐stationarity; intensity, duration, and frequency content ...
Mayssa Dabaghi, Armen Der Kiureghian
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SIMULATION OF NEAR-FAULT GROUND MOTIONS USING FREQUENCY-DOMAIN DISCRETIZATION

2014
In 2008, S. Rezaeian and A. Der Kiureghian introduced a new fully nonstationary stochastic model for strong earthquake ground motions. The model employs a parameterized stochastic model, which is based on a modulated Gaussian white noise. In 2010, the same authors used this work as a base for developing a new method for generating a family of synthetic
Broccardo M., Der Kiureghian A.
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Can Simple Pulses Adequately Represent Near-Fault Ground Motions?

Journal of Earthquake Engineering, 2011
This article investigates the importance of higher modes in the elastic response of tall buildings subjected to near-fault ground motions. Building structures modeled as generic frames are analyzed using a large set of forward-directivity affected pulse-like ground-motion records.
Rajesh Rupakhety, Ragnar Sigbjörnsson
openaire   +1 more source

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