Scipediacontent: Scipediacontent moved page Draft Content 817142723 to Bayer et al 2021a

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Scipediacontent moved page Draft Content 817142723 to Bayer et al 2021a

Scipediacontent: Created page with "== Abstract == A brick arch was loaded under laboratory conditions in three successive loading steps. No cracks were observed but reduction of natural frequencies and stiffne..."

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Created page with "== Abstract == A brick arch was loaded under laboratory conditions in three successive loading steps. No cracks were observed but reduction of natural frequencies and stiffne..."

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== Abstract ==

A brick arch was loaded under laboratory conditions in three successive loading steps. No cracks were observed but reduction of natural frequencies and stiffness of the arch was experimentally documented. The stiffness was evaluated in a non-destructive test using an impact hammer and only two accelerometers. The proposed identification technique based on known experimental modal analysis theory is tailored to stiffness evaluation of masonry vaults. The results and the applied method are extensively discussed.

== Full document ==
<pdf>Media:Draft_Content_817142723p1195.pdf</pdf>
== References ==

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[3] Sinou J-J., A review of damage detection and health monitoring of mechanical systems from changes in the measurement of linear and non-linear vibrations, Robert C. Sapri. Mechanical Vibrations: Measurement, Effects and Control, Nova Science Publishers, Inc., pp.643-702, 2009, 978-1-60692-037-4. , https://hal.archivesouvertes.fr/hal-00779322

[4] Cescatti E., Combined experimental and numerical approaches to the assessment of historical masonry structures, Dissertation, PHD, University of Trento, 2016

[5] Ramos L., Marques L., Lourenço P., De Roeck G., Campos-Costa A., Roque J., Monotoring of historical masonry structures with operational modal analysis: two case studies, July 2010, Mechanical Systems and Signal Processing 24(5):1291-1305, DOI: 10.1016/j.ymssp.2010.01.011

[6] Atamturktur S., Hemez F., Unal C., Calibration Under Uncertainty for Finite Element Models of Masonry Monuments, Los Alamos report. LA-14414, February 2010

[7] Atamturktur S., Fanning P., Boothby T. E., Traditional and operational modal testing of masonry vaults, Engineering and Computational Mechanics 163, September 2010 Issue EM3, Pages 213–223, doi: 10.1680/eacm.2010.163.3.213

[8] Armstrong D.M., Sibbald A., Forde M.C., Integrity assessment of masonry arch bridges using the dynamic stiffness technique, NDT&E International, vol. 28, No.6, pp. 367-375, 1995

[9] Brown G., Pretlove A.J., Ellick J.C.A., Hogg V, Choo B.S., Changes in the dynamic characteristic of a masonry arch bridge subjected to monotonic loading to failure, Proc. of the First International Conference on Arch Bridges held at Bolton, UK on 3-6 September 1995, p.375-383

[10] Hughes T.H., The testing, analysis and assessment of masonry bridges, Structural Analysis of Historical Constructions, P. Roca, J.L. González, A.R. Marí and E. Onate (Eds.) © CIMNE, Barcelona 1996

[11] Heiland D., Mistler M., Investigation of dynamic performance of LASER building, report Nr. 40-10252-01-D1 for ELI Beamlines, Prag, 12/2015, Baudynamik Heiland & Mistler GmbH, Bergstraße 174, 44807 Bochum, internet: www.baudynamik.de

[12] Masciotta M-G. at al., Dynamic characterization of progressively damaged segmental masonry arches with one settled support: experimental and numerical analyses, Frattura ed Integrità Strutturale, 51 (2020) 423-441; DOI: 10.3221/IGF-ESIS.51.31

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Scipediacontent: Scipediacontent moved page Draft Content 817142723 to Bayer et al 2021a

Scipediacontent: Created page with "== Abstract == A brick arch was loaded under laboratory conditions in three successive loading steps. No cracks were observed but reduction of natural frequencies and stiffne..."