Titlebook: Data Mining in Structural Dynamic Analysis; A Signal Processing Yun Lai Zhou,Magd Abdel Wahab,Elói Figueiredo Book 2019 Springer Nature Si

起来了

Dynamic Response Analysis of Wind Turbines Under Long-Period Ground Motions,sity zone 8. The results show that the displacement, acceleration, stress, and internal force of the wind turbine structure under long-period ground motions are relatively significant, which indicates that enough attention should be paid to the influence of long-period ground motions on the seismic

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火花

,Carriage–Rail–Viaduct Coupling Analysis Using Dynamic Flexibility Method, to obtain two-layer model and three-layer model, the dynamic responses are hereinafter analyzed for the influences of subsystems to the final vibration responses. The results shall suggest the prediction of dynamic responses for the vehicles, rails, and viaducts.

Incumbent

s by focusing on data processing.Serves as a valuable refere.This book highlights the applications of data mining technologies in structural dynamic analysis, including structural design, optimization, parameter identification, model updating, damage identification, in civil, mechanical, and aerospa

果仁

https://doi.org/10.1007/978-3-319-32404-3in bridge and historical building monitoring with comparable results to accelerometers. In this chapter, a repeatable method for experimental modal analysis of a high-rise building with an irregular plan using the IBIS-FS is presented.

释放

Book 2019velet theory, and machine learning for structural dynamic analysis to help in structural monitoring and diagnosis, the book is an essential reference resource for beginners, graduates and industrial professionals in various fields..

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弓箭

Dynamic Response Reconstruction to Supplement the Data Insufficiency,erformances of the proposed KF based response reconstruction are examined. The effect of process and measurement noises covariance and spatial location of the measurement sensors to the reconstruction accuracy is investigated and discussed.

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dysphagia

https://doi.org/10.1007/978-1-4471-3625-5 to obtain two-layer model and three-layer model, the dynamic responses are hereinafter analyzed for the influences of subsystems to the final vibration responses. The results shall suggest the prediction of dynamic responses for the vehicles, rails, and viaducts.