Optimal instrumentation of uncertain structural systems subject to earthquake ground motions

• Published in: Earthquake engineering & structural dynamics Vol. 27; no. 4; pp. 343 - 362
• Main Authors: Heredia-Zavoni, Ernesto, Esteva, Luis
• Format: Journal Article
• Language: English
• Published: New York John Wiley & Sons, Ltd 01.04.1998; Wiley
• Subjects: Earth sciences; Earth, ocean, space; Earthquakes, seismology; Engineering and environment geology. Geothermics; Engineering geology; Exact sciences and technology; Fisher information; Internal geophysics; optimal instrumentation; random vibration; seismic response; sensor location; system identification; instruments; decision-making; noise; accelerometers; ground motion; stochastic processes; earthquakes
• ISSN: 0098-8847; 1096-9845
• DOI: 10.1002/(SICI)1096-9845(199804)27:4<343::AID-EQE726>3.0.CO;2-F

A criterion is proposed for making decisions regarding the optimal location of a given number of sensors to record the seismic response of a structure for identification purposes. The optimal location of the sensors is selected so that the expected value of a Bayesian loss function, expressed in terms of the Fisher information in the recordings, is minimized. The criterion is applied to the case of multi‐degree‐of‐freedom systems with uncertain structural properties subjected to earthquake ground motions modelled as stationary stochastic processes. The use and capabilities of the criterion are thoroughly illustrated by means of an example. Results are used to assess the influence of record duration, recording noise, and ground motion frequency content and amplitude, on the optimal location of accelerometers as well as on the reduction of prior uncertainty about the structural parameters. © 1998 John Wiley & Sons, Ltd.