Results 11 to 20 of about 1,649,082 (293)

Impulse in a Double Ball Bounce

open access: yesInternational Scholastic Journal of Science, 2010
A steel ball was dropped onto a handball which was resting on top of a horizontal Vernier force-plate. The relationship between the impact momentum of the steel ball and the impulse on the force-plate was investigated. The measured impulse
Daniel Y. Nielsen
doaj   +2 more sources

Alternate-continuous-control systems with double-impulse [PDF]

open access: yesAdvances in Difference Equations, 2017
We propose a mathematical model that can control the stability of an unstable system. Periodicity is an important feature of the system. We add a continuous control to the first half of each period of the system and then add an impulse control J1 at the ...
Xiang Hu   +3 more
doaj   +9 more sources

CFD Prediction of a Double Impulse Burner for Glass Furnaces

open access: yesEnergies, 2023
Recently, growing environmental awareness has radically changed the way the problems and priorities of industry are dealt with. Energy issues have become an issue of primary importance, both in terms of consumption and polluting emissions.
Carlo Cravero   +2 more
doaj   +3 more sources

`Spatial impulse response of a rectangular double curved transducer [PDF]

open access: yesThe Journal of the Acoustical Society of America, 2012
Calculation of the pressure field from transducers with both a convex and a concave surface geometry is a complicated assignment that often is accomplished by subdividing the transducer surface into smaller flat elements of which the spatial impulse response is known.
Bæk, David   +2 more
openaire   +3 more sources

Impulsive pyramid-vertex and double-wedge diffraction coefficients [PDF]

open access: yesIEEE Antennas and Propagation Society International Symposium. 2001 Digest. Held in conjunction with: USNC/URSI National Radio Science Meeting (Cat. No.01CH37229), 2002
A new time domain version of the uniform description of double diffraction at a pair of coplanar skew wedges and vertex diffraction at the tip of a pyramid is here presented. The diffracted fields are uniformly evaluated in closed form via wavefront approximations.
Capolino, F, Albani, M
openaire   +3 more sources

Critical response of 2DOF elastic-plastic building structures under double impulse as substitute of near-fault ground motion

open access: yesFrontiers in Built Environment, 2016
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.
Ryo eTaniguchi   +2 more
doaj   +1 more source

Hysteretic–Viscous Hybrid Damper System for Long-Period Pulse-Type Earthquake Ground Motions of Large Amplitude

open access: yesFrontiers in Built Environment, 2020
This paper aims to develop a hysteretic–viscous hybrid (HVH) damper system for long-period pulse-type earthquake ground motions of large amplitude.
Shoki Hashizume, Izuru Takewaki
doaj   +1 more source

The HISSTools Impulse Response Toolbox: Convolution for the Masses [PDF]

open access: yes, 2012
This paper introduces the HISSTools project, and its first release, the HISSTools Impulse Response Toolbox (HIRT); a set of tools for solving problems relating to convolution and impulse responses (IRs).
Harker, Alexander   +3 more
core   +3 more sources

Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion

open access: yesFrontiers in Built Environment, 2018
A double impulse input is used as a substitute for near-fault earthquake ground motions. An explicit expression is derived on the maximum elastic–plastic response of a single-degree-of-freedom damped structure with bilinear hysteresis under the “critical
Hiroki Akehashi   +2 more
doaj   +1 more source

Critical earthquake response of elastic-plastic structures under near-fault ground motions (Part 1: Fling-step input)

open access: yesFrontiers in Built Environment, 2015
The double impulse input is introduced as a substitute of the fling-step near-fault ground motion and a closed-form solution of the elastic-plastic response of a structure by the ‘critical double impulse input’ is derived.
Kotaro eKojima, Izuru eTakewaki
doaj   +1 more source

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