Reference based stochastic subspace identification in Civil Engineering

150Citations
Citations of this article
82Readers
Mendeley users who have this article in their library.

This article is free to access.

Abstract

A specific strategy is required when performing vibration tests on civil engineering structures. The use of artificial excitation sources such as shakers or drop weights is often unpractical and expensive. Ambient excitation on the contrary is freely available (traffic, wind), but it causes other challenges. The ambient input remains unknown and the system identification algorithms have to deal with output-only measurements. Also typical for vibration testing of large structures is that not all degrees of freedom can be measured at once but that they are divided in several setups with overlapping reference sensors. These reference sensors are needed to obtain global mode shapes. In this paper a novel approach of stochastic subspace identification is presented that incorporates the idea of the reference sensors already in the identification step. The algorithm is validated with an extensive Monte-Carlo simulation study and two real-life examples.

Cite

CITATION STYLE

APA

Peeters, B., & De Roeck, G. (2000). Reference based stochastic subspace identification in Civil Engineering. Inverse Problems in Engineering, 8(1), 47–74. https://doi.org/10.1080/174159700088027718

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Save time finding and organizing research with Mendeley

Sign up for free