Modal identification of a reduced-scale masonry arch bridge with experimental measurements and finite element method
DOI: https://doi.org/10.20528/cjsmec.2017.06.012
View Counter: Abstract | 1792 times | ‒ Full Article | 470 times |
Full Text:
PDFAbstract
Keywords
References
ANSYS, Release 14.5 (2013). ANSYS , Inc., Canonsburg, PA, USA.
Bayraktar A, Türker T, Sevim B, Altunışık AC, Yıldırım F (2009). Modal parameter identification of Hagia Sophia Bell-Tower via ambient vibration test. Journal of Nondestructive Evaluation, 28(1), 37-47.
Bayraktar A, Altunişik AC, Birinci F, Sevim B, Türker T (2010). Finite-element analysis and vibration testing of a two-span masonry arch bridge. Journal of Performance of Constructed Facilities, 24(1) 46-52.
Bendat JS, Piersol AG (2004). Random Data: Analysis and Measurement Procedures. John Wiley and Sons, USA.
Brencich A, Sabia D (2008). Experimental identification of a multi-span masonry bridge: The Tanaro Bridge. Construction and Building Materials, 22(10), 2087-2099.
Brincker R, Zhang L, Andersen P (2000). Modal identification from ambient responses using frequency domain decomposition. 18th International Modal Analysis Conference, San Antonio, USA, 625–630.
Çalık I, Bayraktar A, Türker T, Karadeniz H (2014). Structural dynamic identification of a damaged and restored masonry vault using ambient vibrations. Measurement, 55, 462–472.
Casciati S (2010). Response surface models to detect and localize distributed cracks in a complex continuum. Journal of Engineering Mechanics, 136(9), 1131–1142.
Deng L, Cai CS (2010). Bridge model updating using response surface method and genetic algoritm. Journal of Bridge Engineering, 15(5), 553-564.
Ewins DJ (1984). Modal Testing: Theory and Practice. Research Studies Press Ltd., England.
Foti D, Chorro SI, Sabba MF (2012). Dynamic investigation of an ancient masonry bell tower with Operational Modal Analysis - A non-destructive experimental technique to obtain the dynamic characteristics of a structure. The Open Construction and Building Technology Journal, 6, 384-391.
Friswell MI, Mottershead JE (1995). Finite Element Model Updating in Structural Dynamics. Kluwer Academic Publishers, Netherlands.
Gentile C, Saisi A, Cabboi A (2015). Structural identification of a masonry tower based on Operational Modal Analysis. International Journal of Architectural Heritage, 9(2), 98-110.
MacElroy DL, Kimpflen JF (1990). Insulation Materials, Testing and Applications. American Society for Testing and Material, USA.
Marcin L, Simone M, Bart P, Kim B, Peter B, Maciej K (2014). Updating finite element model of a wind turbine blade section using experimental modal analysis results. Shock and Vibration, 684786.
Nohutcu H, Demir A, Ercan E, Hokelekli E, Altintas G (2015). Investigation of a historic masonry structure by numerical and operational modal analyses. The Structural Design of Tall and Special Buildings, 24(13), 821–834.
Ren WX, Chen HB (2010). Finite element model updating in structural dynamics by using the response surface method. Engineering Structures, 32(8), 2455–2465.
Sevim B, Bayraktar A, Altunisik AC, Atamturktur S, Birinci F (2011). Finite element model calibration effects on the earthquake response of masonry arch bridges. Finite Elements in Analysis and Design, 47, 621-634.
SVS (2013). ARTeMIS Modal Pro 1.5. http://www.svibs.com
TSE 453 (2006). Turkish Standards Prefabricated Reinforced Components of Autoclaved Aerated Concrete. Ankara, Turkey.
Xin F, Shilin X, Xinong Z (2015). Model updating based on structural strain response using response surface method. The 22nd International Congress on Sound and Vibration (ICSV22), Florence, Italy.
Zhouhong Z, Xiaoson L, Jie N (2015). Finite element model validation of bridge based on structural health monitoring Part I: Response surface-based finite element model updating. Journal of Traffic and Transportation Engineering (English Edition), 2(4), 258-278.
Refbacks
- There are currently no refbacks.