Dynamic Behavior of Indonesian Bridges using Interferometric Radar Technology

M. Maizuar; Elisa Lumantarna; M. Sofi; Y. Oktavianus; Lihai Zhang; Colin Duffield; Priyan Mendis; H. Widyastuti

doi:10.56748/ejse.182251

Dynamic Behavior of Indonesian Bridges using Interferometric Radar Technology

Authors

M. Maizuar University of Melbourne
E. Lumantarna University of Melbourne
M. Sofi University of Melbourne
Y. Oktavianus University of Melbourne
L. Zhang University of Melbourne
C.F. Duffield University of Melbourne
P.A. Mendis University of Melbourne
H. Widyastuti Sepuluh Nopember Institute of Technology

DOI:

https://doi.org/10.56748/ejse.182251

Keywords:

Dynamic behavior, Bridge, IBIS-S, Displacement, Natural frequency

Abstract

Structural deterioration of critical transport infrastructures (e.g., bridges) represents trillion dollars of transportation budget. Inspection and monitoring structural deterioration of bridge structures require an innovative method for an improved quality and accuracy of measurements. This paper presents and discusses the capabilities of the recent advanced interferomertic radar technique (IBIS-S) for remote monitoring structural vibations of bridges (e.g., displacement and natural frequency). Three case studies bridges in Indonesia were selected for field measurements. The research outcomes demonstrate the potential use of interferometric radar technology as an efficient way for structural health assessment and monitoring of bridges under operational condition.

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Published

2018-01-01

How to Cite

M. Maizuar, Lumantarna, E., M. Sofi, Y. Oktavianus, Zhang, L., Duffield, C., Mendis, P. and H. Widyastuti (2018) “Dynamic Behavior of Indonesian Bridges using Interferometric Radar Technology”, Electronic Journal of Structural Engineering, 18(1), pp. 23–29. doi: 10.56748/ejse.182251.