References
- American Society of Civil Engineers. A comprehensive assessment of America's infrastructure. Washington (DC): ASCE, 2021.
- Graybeal B, Phares B, Rolander D, Moore M, Washer G. Visual inspection of highway bridges. J Nondestr Eval. 2002;21(3):67–83.
- Rytter A. Vibrational based inspection of civil engineering structures [PhD dissertation]. Aalborg: Dept. of Building Technology and Structural Engineering, 1993.
- Muñoz J, Vargas L, Vega P. Información de inventario para puentes en la red vial nacional de Costa Rica. San José: LanammeUCR, 2016.
- Peeters B. System identification and damage detection in civil engineering [PhD dissertation]. Heverlee: Katholieke Universiteit Leuven, 2000.
- Bendat J, Piersol A. Random data analysis and measurement procedures. New York: IOP Publishing Ltd, 2000.
- Van Overschee P, De Moor B. Subspace identification for linear systems. Theory, implementation, applications. Leuven: Kluwer Academic Publishers Group, 1996.
- Giraldo D, Song W, Dyke S, Caicedo J. Modal identification through ambient vibration: comparative study. J Eng Mech. 2009;135(8):759–770.
- De Roeck G, Peeters B, Ren W. Benchmark study on system identification through ambient vibration measurements. International Modal Analysis Conference, San Antonio, TX, 2000.
- Liu Y, Loh C, Ni Y. Stochastic subspace identification for output-only modal analysis: application to super high-rise tower under abnormal loading condition. Earthq Eng Struct Dyn. 2012;42:477–498.
- Weng J, Loh C, Lynch J, Lu K, Lin P, Wang Y. Output-only modal identification of a cable-stayed bridge using wireless monitoring systems. Eng Struct. 2008;30(7):1820–1830.
- Loh C, Chen M, Chao S. Stochastic subspace identification for operational modal analysis of an arch bridge. SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, San Diego, CA, 2012.
- Ren W, Zong Z. Output-only modal parameter identification of civil engineering structures. Struct Eng Mech. 2004;17(3–4):429–444.
- Pridham B, Wilson J. Subspace identification of Vincent Thomas suspension bridge. IMAC-XX: a conference on structural dynamics, Los Angeles, CA, 2002.
- Bassevile M, Benveniste A, Goursat M, Hermans L, Mevel L, Van der Auweraer H. Output-only subspace-based structural identification: from theory to industrial testing practice. J Dyn Syst Meas Contr. 2001;4(123):668–676.
- Loh C, Liu Y, Ni Y. SSA-based stochastic subspace identification of structures from output-only vibration measurements. Smart Struct Syst. 2012;10(4–5):331–351.
- Rainieri C, Fabbrocino G. Operational modal analysis: overview and applications. Termoli: University of Molise, 2008.
- Welch P. The use of fast Fourier transform for the estimation of power spectra: a method based on time averaging over short, modified periodograms. IEEE Trans Audio Electroacoust. 1967;15(2):70–73.
- Worden K, Farrar CR, Manson G, Park G. The fundamental axioms of structural health monitoring. Proc R Soc A. 2007;463:1639–1664.
- Casas JR, Moughty JJ. Bridge damage detection based on vibration data: past and new developments. Front Built Environ. 2017;3(4): 2297–3362.
- Allemang RJ. The modal assurance criterion-twenty years of use and abuse. Sound Vib. 2003;37(8):14–23.
- Peredo H, Zehn M. Application of the Craig-Bampton model order reduction method to a composite structure: MACco, COMAC, COMAC-S and eCOMAC. Open Eng. 2016;6(1):185–198.
- Farrar C, Jauregui D. Comparative study of damage identification algorithms applied to bridge 1: I. Experiment. Smart Mater Struct. 1997;7(5):704–719.
- Huth O, Feltrin G, Maeck J, Kilic N, Motavalli M. Damage identification using modal data: experiences on a prestressed concrete bridge. J Struct Eng. 2005;131(12):1898–1910.
- Reynders E, Roeck GD, Bakir PG, Sauvage AC. Damage identification on the Tilff Bridge by vibration monitoring using optical fiber strain sensors. J Eng Mech. 2007;133(2):185–193.
- Abedin M, De Caso y Basalo FJ, Kiani N, Mehrabi AB, Nanni A. Bridge load testing and damage evaluation using model updating method. Eng Struct. 2022;252:113648.
- Brownjohn J, Xia P. Dynamic assessment of curved cable-stayed bridge by model updating. J Struct Eng. 2000;126(2):252–260.
- Chen JG, Büyüköztürk O. A symmetry measure for damage detection with mode shapes. J Sound Vib. 2017;408:123–137.
- Zabrodsky H, Peleg S, Avnir D. Continuous symmetry measures. J Am Chem Soc. 1992;114:7843–7851.
- Schlune H, Plos M, Gylltoft K. Improved bridge evaluation through finite element model updating using static and dynamic measurements. Eng Struct. 2009;31(7):1477–1485.
- Ereiz S, Duvnjak I, Jiménez J. Review of finite element model updating methods for structural applications. Structures. 2022;41:684–723.
- Park W, Kim H, Jongchil P. Finite element model updating for a cable-stayed bridge using manual tuning and sensitivity-based optimization. Struct Eng Int. 2022;22(1):14–19.
- Altunişik A, Kalkan E, Okur F, Karahasan O, Ozgan K. Finite-element model updating and dynamic responses of reconstructed historical timber bridges using ambient vibration test results. J Perform Constr Facil. 2020;34(1):04019085.
- Ding Y, Li A, Miao C, Han X. Finite element modeling of the tower of Runyang cable-stayed bridge based on ambient vibration test. J Highw Transp Res Dev. 2007;2(1):40–47.
- Cismaşiu C, Narciso A, Dos Santos A. Experimental dynamic characterization and finite-element updating of a footbridge structure. J Perform Constr Facil. 2015;29(4):1–29.
- Liu-Kuan Y-C, Agüero-Barrantes P, Barrantes-Jiménez R, Loria-Salazar LG. Desarrollo y validación de un sistema portátil de monitoreo y evaluación de puentes LM-PI-UP-07-2015. Programa de Infraestructura del Transporte (PITRA), LanammeUCR, San José, Costa Rica, 2015.
- Pappa RS, Elliott KB. A consistent-mode indicator for the eigensystem realization algorithm. AIAA Dynamics Specialists Conference; April 16–17, AIAA Paper No. 92-2136. Dallas, TX, USA, 1992.
- American Association of State Highway and Transportation Officials. AASHTO LRFD bridge design specifications. Washington (DC): AASHTO, 2010.