Results 81 to 90 of about 208,547 (200)
The critical nonlinear response considering soil-structure interaction is investigated for a base-isolated building under a double impulse as a substitute for near-fault earthquake ground motions.
H. Akehashi +3 more
semanticscholar +1 more source
Generalized ray models of the San Fernando Earthquake [PDF]
The exact Cagniard-de Hoop solutions for a point dislocation in half-space are used to construct models of the strong ground motion observed during the February 9, 1971 San Fernando earthquake (M_L = 6.4).
Heaton, Thomas H., Helmberger, Donald V.
core
An array of strong-motion accelerographs in Bear Valley, California [PDF]
Fifteen strong-motion accelerographs, each with the capability of writing the WWVB absolute time code on the recorded accelerogram, have been deployed in an elliptical array, at a station spacing of several kilometers, along the San Andreas Fault in the ...
Dielman, Richard J. +2 more
core
This study investigates the seismic performance of existing reinforced concrete (RC) buildings, focusing on the influence of near-fault ground motions caused by proximity to fault lines.
Mehdi Öztürk, Mehmet Ali Karan
doaj +1 more source
The source rupture process of the 2018 Hokkaido Eastern Iburi earthquake was investigated by performing a joint inversion analysis using the strong motion and geodetic data.
Hiroaki Kobayashi +2 more
doaj +1 more source
Velocity pulse with strong energy input is the significant feature of near-fault ground motions. Bridges close to or passing across seismic faults may suffer from higher failure risk, which is inseparable from the influence of velocity pulse.
Ying-Xin Hui +5 more
doaj +1 more source
The stochastic Green’s function method has been widely used in the field of ground motion simulation in recent years. It is generally assumed that the rise time of each subfault is the same in this method. Since the rise time significantly influences the
Longfei Ji, Xu Xie, Xiaoyu Pan
doaj +1 more source
The double impulse is introduced as a substitute of the fling-step near-fault ground motion and a critical elastic-plastic response of a 2DOF (two-degree-of-freedom) building structure under the ‘critical double impulse’ is evaluated. Since only the free-
R. Taniguchi, K. Kojima, I. Takewaki
semanticscholar +1 more source
Pseudo-dynamic source modelling with 1-point and 2-point statistics of earthquake source parameters [PDF]
Ground motion prediction is an essential element in seismic hazard and risk analysis. Empirical ground motion prediction approaches have been widely used in the community, but efficient simulation-based ground motion prediction methods are needed to ...
Dalguer, Luis A. +2 more
core
Line traps are critical components of power line carrier systems, enabling remote control signaling, voice communication, and inter-substation control within electrical transmission and distribution networks.
Fezayil Sunca
doaj +1 more source

