CHANGES IN THE DINAMIC PROPERTIES OF AN EXPERIMENTAL BUILDING BY THE ANALYSIS OF AMBIENT AND FORCED VIBRATION

Authors

DOI:

https://doi.org/10.18867/ris.108.598

Keywords:

experimental building, Charles Lee Powell laboratory, ambient vibration, forced vibration, modal forms, characteristic frequencies

Abstract

Records of ambient and forced vibration are analyzed to determine the dynamic properties (modal forms and characteristic frequencies) of an experimental five-story full-scale reinforced masonry building in the Charles Lee Powell Laboratory at the University of California, San Diego (UCSD). It was the first full-scale building, built in 1992, for earthquake resistance testing in the United States of America. Vibration records were obtained during the three stages of the building: newly constructed, damaged under simulated seismic load, and repaired. The analysis of both, ambient and forced vibrations, are revealing changes in their dynamic properties due to the loose of rigidity in the damaged building, and the recovery of the rigidity in the repaired building.

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References

Bendat, J.S., y Piersol, A.G. (1971), Random Data: Analysis and Measurement Procedures, 2nd edn, John Wiley and Sons Inc, New York. 407 p. ISBN 10: 047106470X.

Casas-Guzik, N. (2019), “Ensaye de un edificio de mampostería confinada de 5 niveles a escala en mesa vibradora”, Tesis de Maestría, Universidad Nacional Autónoma de México, 257 p.

Chakra-Varthy, P., y Basu, D. (2021). “Natural period and vertical distribution of base shear in confined masonry buildings using ambient vibration test”, Bulletin of Earthquake Engineering, 19(4), 1851-1899. DOI: 0.1007/s10518-021-01046-8.

De-la-Colina, J., y Valdés-González, J. (2021). “Forced-vibration tests of a reinforced concrete four-story building structure”, Journal of Structural Engineering, 147(7), 04721004. DOI: 10.1061/(ASCE)ST.1943-541X.0003011

FEMA Federal Emergency Management Agency, (1988a), “NEHRP Recommended provisions for the development of seismic regulations for new buildings. Part I: Provisions”. Earthquake Hazards Reduction Series 17. Washington, D.C. FEMA 95.

FEMA Federal Emergency Management Agency, (1988b), “NEHRP Recommended provisions for the development of seismic regulations for new buildings. Part II: Commentary”. Earthquake Hazards Reduction Series 18. Washington, D.C. FEMA 96.

Henao Ángel, D., Botero Palacio, J. C., y Muriá Vila, D. (2014). “Identificación de propiedades dinámicas de un modelo estructural sometido a vibración ambiental y vibración forzada empleando mesa vibradora”, Ingeniería sísmica, (91), 54-73. DOI: 10.18867/RIS.91.181.

Inci, P., Goksu, C., Tore, E., y Ilki, A. (2021). “Effects of seismic damage and retrofitting on a full-scale substandard RC building-ambient vibration tests”, Journal of Earthquake Engineering, 1-28. DOI: 10.1080/13632469.2021.1887009.

International Conference of Building Officials (1991), “Uniform Building Code”. International Conference of Building Officials. Whittier, California, U.S.A. 1050 p. ISSN: 0896-9655.

Khanmohammadi, M., Eshraghi, M., Behboodi, S., Mobarake, A. A., y Nafisifard, M. (2021). Dynamic characteristics and target displacement of damaged and retrofitted residential buildings using ambient vibration tests following Sarpol-e Zahab (Iran) Earthquake (Mw 7.3)”, Journal of Earthquake Engineering, pp. 1-28. DOI: 10.1080/13632469.2021.1911880

Motamedi, M., Ventura, C. E., Lara, O., y Barredo, J. H. (2021). “Ambient vibration tests and modal response analysis of Guayaquil metropolitan cathedral in Guayaquil, Ecuador”, en: Pakzad S. (eds) Dynamics of Civil Structures, Volume 2. Conference Proceedings of the Society for Experimental Mechanics Series. pp. 75-89. Springer, Cham. DOI: 10.1007/978-3-030-47634-2_9.

Pepi, C., Cavalagli, N., Gusella, V., y Gioffrè, M. (2021). “Damage detection via modal analysis of masonry structures using shaking table tests”, Earthquake Engineering & Structural Dynamics, 50(8), 2077-2097. DOI: 10.1002/eqe.3431.

Seible F., Hegemier G.A., Priestley M.J.N., Kingsley G., Kürkchübasche A., Igarashi A., y Weeks J. (1994), “The U.S.-TCCMAR Full-scale five-story masonry research building test. Part I – Executive Summary. Report No. SSRP-94/01”. Department of Applied Mechanics and Engineering Sciences, University of California, San Diego. 71 pp.

Souici, R., Ait-Meziane, Y., y Benouar, D. (2021). “Identification of vibration direction of existing buildings using ambient vibration noise tests”, Arabian Journal of Geosciences, 14(1), 1-12. DOI: 10.1007/s12517-020-06306-6.

Weeks J., Seible F., Hegemier G., y Priestley M.J.N. (1994). “The U.S.-TCCMAR Full-scale five-story masonry research building test. Part V – Repair and Retest. Report No. SSRP-94/05”. Department of Applied Mechanics and Engineering Sciences, University of California, San Diego. 115 pp.

Published

2022-08-31

How to Cite

Ortiz Huerta, L. G., & Mendoza Garcilazo, L. H. (2022). CHANGES IN THE DINAMIC PROPERTIES OF AN EXPERIMENTAL BUILDING BY THE ANALYSIS OF AMBIENT AND FORCED VIBRATION. Journal Earthquake Engineering, (108), 108–130. https://doi.org/10.18867/ris.108.598

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