1989
DOI: 10.1016/0734-743x(89)90020-1
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Impact force identification using the general inverse technique

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Cited by 76 publications
(35 citation statements)
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“…Busby and Trujillo [13] reconstructed the force history using a standing wave approach and Hollandsworth and Busby [14] veri"ed this experimentally with a force applied at a known location and accelerometers were used as sensors. Simonian [15,16] used a dynamic programming "lter to predict wind loads on a structure.…”
Section: Introductionmentioning
confidence: 99%
“…Busby and Trujillo [13] reconstructed the force history using a standing wave approach and Hollandsworth and Busby [14] veri"ed this experimentally with a force applied at a known location and accelerometers were used as sensors. Simonian [15,16] used a dynamic programming "lter to predict wind loads on a structure.…”
Section: Introductionmentioning
confidence: 99%
“…A non-parametric representation uses a frequency response function (FRF), called the spectral transfer function, or an impulse response function, while parametric representation uses a transfer function or state-space equations. Examples of applications of the frequency response function method are discussed in [17], while an impulse response function method is presented in [18,10]. The parametric approach is considered as more adequate for real-time applications [19,13].…”
Section: Model Inversionmentioning
confidence: 99%
“…Therefore a more realistic approximation of the source pulse is still needed. Force identification procedures (Hollandsworth and Busby, 1989;Martin and Doyle, 1996) would provide a consistent framework to formulate an appropriate source model. Nevertheless, they require the solution of a rather complex inverse problem especially in the case of a drop-load test in which a significant plasticization is expected in the impact zone.…”
Section: Figure 1 -Drop Load Test Apparatus Used For Experimental Tesmentioning
confidence: 99%