Intelligent hybrid optimization of tuned inerter dampers in base-isolated multi-storey structures under near-fault pulse-like ground motions. [PDF]
Li J, Duan L, Zhou Q, Su Q.
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Ground motion inversion method based on generalized chaotic particle swarm optimization. [PDF]
Sun B, Qi L.
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Dynamic balance ability during single-leg drop landing across different age groups of junior gymnasts. [PDF]
Kishi S, Nakane Y, Minami T.
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Emerging sports footwear technologies and their effects on running economy, biomechanics, and performance: a systematic review. [PDF]
Alexe CI +5 more
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Vertical ground reaction forces and loading rates during typical activities in children and adolescents: sex- and maturity-specific considerations for bone health. [PDF]
Brailey G, Metcalf B, Price L, Stiles V.
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THE PREDICTION AND USE OF PEAK GROUND VELOCITY
Journal of Earthquake Engineering, 2006Peak ground velocity (PGV) has received much less attention in the technical literature than more widely-used parameters such as peak ground acceleration (PGA) and response spectral ordinates. However, there are many examples of the use of PGV in engineering seismology and earthquake engineering, including as a parameter from which to estimate ...
Julian J. Bommer*, John E. Alarcon*
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Monitoring of Peak Ground Velocity During Rockbursts
IEEE Transactions on Industry Applications, 1987To design tunnel support to withstand rockbursts in deep hardrock mining it is necessary to know the peak velocity of a tunnel sidewall under such severe conditions. A method of measuring peak ground velocity during rockbursts and a general-purpose robust data-logger developed for this purpose is described.
George J. Gibbon +2 more
exaly +2 more sources
We have developed regression relationships between Modified Mercalli Intensity ( I mm ) and peak ground acceleration (PGA) and velocity (PGV) by comparing horizontal peak ground ...
Hiroo Kanamori +2 more
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Effect of peak ground velocity on deformation demands for SDOF systems
Earthquake Engineering and Structural Dynamics, 2005SUMMARY The eect of peak ground velocity (PGV) on single-degree-of-freedom (SDOF) deformation demands and for certain ground-motion features is described by using a total of 60 soil site records with source- to-site distances less than 23 km and moment magnitudes between 5.5 and 7.6.
Sinan Akkar
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Using peak ground velocity to characterize the response of soil-pile system in liquefying ground
Engineering Geology, 2018Abstract Performance of a soil-pile system can be significantly influenced by many characteristics of an earthquake ground motion, and it is vitally important to identify the ground motion parameters that have the most significant effects on the response when predicting the level of movement or damage in the pile.
Xiaoyu Zhang, Jinchi Lu, Liang Tang
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