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Changes in dynamic characteristics of Lorca RC buildings from pre- and post-earthquake ambient vibration data

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Abstract

This paper estimates fundamental translational period and damping ratio parameters and examines the changes in dynamic characteristics of a set of low-to-medium rise buildings in Lorca town (SE of Spain) affected by the May 11th, 2011 earthquake. These building parameters have been calculated analysing structural dynamic response from ambient vibration measurements recorded at top RC buildings pre- and post earthquake, using the Fast Fourier Transform and the Randomdec technique. The empirical expression relating period \((T)\) and number of floor \((N)\) here obtained analysing ambient noise recorded on 59 healthy buildings before the earthquake is \(T= (0.054\pm 0.002)\, N\), very similar to others empirical period–height relationships obtained for RC structures in the European built environment but quite different from code provisions. Measurements performed in 34 damaged buildings show a period elongation after the quake according to \(T^{*} =(0.075\pm 0.002)\,N\) expression. Moreover, we found a rise of the fundamental period with the EMS’s grade of damage of buildings. In contrast to natural frequency, damping ratio \((\xi )\) do not shows a significant variation with earthquake damage degree and the product \(\xi \, T\) remains near constant.

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References

  • Baptista AJ, Oliveira CS (2004) Aferição de Modelos Estruturais de Edifícios Correntes com Base em Medições in situ de Frequências Próprias. 5th Portuguese Conference on Earthquake Engineering, Universidade do Minho (in Portuguese)

  • Calvi GM, Pinho R, Crowley H (2006) State-of the-knowledge on the period elongation of RC buildings during strong ground shaking. In: First European conference on earthquake engineering and seismology, Geneva, 3–8 Sept 2006, Paper Number 1535

  • Carydis P, Mouzakis HP (1986) Small amplitude vibration measurements of buildings undamaged, damaged, and repaired after earthquakes. Earthq Spectra 2(3):515–535

    Article  Google Scholar 

  • CEN (2005) Eurocode 8. Design of structures for earthquake resistance. Part 1: general rules, seismic actions and rules for buildings, European Committee for standardization, Brussels

  • Cole HA (1968) On-the-line analysis of random vibrations. In: AIAA/ASME 9th structural dynamics materials conference, Palm Spring, CA

  • Consuegra F, Irfanoglu A (2012) Variation of small amplitude vibration dynamic properties with displacement in reinforced concrete structures. Exp Mech. doi:10.1007/s11340-011-9590-0

  • Ditommaso R, Parolai S, Mucciarelli M, Eggert S, Sobiesiak M, Zschau J (2010) Monitoring the response and the back-radiated energy of a building subjected to ambient vibration and impulsive action: the Falkenhof Tower (Potsdam, Germany). Bull Earthq Eng 8(3). doi:10.1007/s10518-009-9151-4

  • Dunand F, Bard P-Y, Chatelain JL, Guéguen Ph, Vassail T, Farsi MN (2002) Damping and frequency from randomdec method applied to in-situ measurements of ambient vibrations: evidence for effective soil structure interaction. In: 12th European conference on earthquake engineering. Elsevier Science Ltd., Paper reference 869, CD-ROM, London

  • EMS-98, European Macroseismic Scale, Grünthal G (ed) (1998) Cahiers du Centre Européen de Géodynamique et de Séismologie, 7, Luxembourg, p 99

  • Enomoto T, Schmitz M, Abeki N, Masaki K, Navarro M, Rocavado V, Sanchez A (2000) Seismic risk assessment using soil dynamics in Caracas, Venezuela. In: 12th WCEE, CD-ROM

  • Farrar CR, Doebling SW, Nix DA (2001) Vibration-based structural damage identification. Philos Trans Roy Soc Lond A 359:131–149

    Article  Google Scholar 

  • Gallipoli MR, Mucciarelli M, Vona M (2009) Empirical estimate of fundamental frequencies and damping for Italian buildings. Earthq Eng Struct Dyn 38:973–988

    Article  Google Scholar 

  • Gallipoli MR, Mucciarelli M, Šket-Motnikar B, Zupanćić P, Gosar A, Prevolnik S, Herak M, Stipčević J, Herak D, Milutinović Z, Olumćeva T (2010) Empirical estimates of dynamic parameters on a large set of European buildings. Bull Earthq Eng 8:593–607

    Article  Google Scholar 

  • Goel RK, Chopra AK (1997) Period formulas for moment-resisting frame buildings. Struct Eng Div ASCE 123:1454–1461

    Article  Google Scholar 

  • Kobayashi H, Midorikawa S, Tanzawa H, Matsubara M (1987) Development of portable measurement system for ambient vibration test of building. J Struct Constr Eng (Transactions of Architectural Institute of Japan) 378:48–56

    Google Scholar 

  • Kobayashi H, Vidal F, Feriche M, Samano T, Alguacil G (1996) Evaluation of dynamic behaviour of building structures with microtremors for seismic microzonation mapping. In: The 11th world conference on earthquake engineering, Acapulco, México, 23–28 June 1996

  • Lagomarsino S (1993) Forecast models for damping and vibration periods of buildings. J Wind Eng Ind Aerodyn 48:221–239

    Article  Google Scholar 

  • Lin CP (1981) The measurement of damping and natural frequencies in linear systems by using the Random Decrement Technique. M.S. Thesis, University of Maryland

  • Masi A, Vona M (2008) Estimation of the period of vibration of existing RC building types based on experimental data and numerical results. Springer book, WB/NATO publishing unit, increasing seismic safety by combining engineering technologies and seismological sata, pp 207–226

  • Masi A, Vona M (2010) Experimental and numerical evaluation of the fundamental period of undamaged and damaged RC framed buildings. Bull Earthq Eng 8:643–656. doi:10.1007/s10518-009-9136-3

    Article  Google Scholar 

  • Midorikawa S (1990) Ambient vibration tests of buildings in Santiago and Viña del Mar. A report on the Chile-Japan joint study project on seismic design of structures, The Japan international co-operation agency

  • Morita K, Teshigawara M (2004) Damage identification and estimation of buildings through measurements. In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, BC, Canada, 2004. Paper No. 733

  • Mucciarelli M, Gallipoli MR (2007) Non-parametric analysis of a single seismometric record to obtain building dynamic parameters. Ann Geophys 50:259–266

    Google Scholar 

  • Navarro M, Sánchez FJ, Feriche M, Vidal F, Enomoto T, Iwatate T, Matsuda I, Maeda T (2002) Statistical estimation for dynamic characteristics of existing buildings in Granada, Spain, using microtremors. Structural Dynamics, Eurodyn 2002, 1, 807–812, Balkema

  • Navarro M, Vidal F, Feriche M, Enomoto T, Sanchez FJ, Matsuda I (2004) Expected ground RC building structures resonance phenomena in Granada city (southern Spain). In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, BC, Canada, 2004. Paper No. 3308

  • Navarro M, Oliveira CS (2005) Dynamic properties of existing RC buildings using measurements of ambient vibrations. Structural Dynamics, Eurodyn 2005, 3, 1847–1852, Millpress

    Google Scholar 

  • Navarro M, Oliveira CS (2006) Experimental techniques for assessment of dynamic behaviour of buildings. In: Oliveira CS, Roca A, Goula X. Assessing and managing earthquake risk. Volume 2, part II, chapter 8, Springer, pp 159–183

  • Navarro M, Vidal F, Enomoto T, Alcalá FJ, Sánchez FJ, Abeki N (2007) Analysis of site effects weightiness on RC building seismic response. The Adra (SE Spain) example. Earthq Eng Struct Dyn 36:1363–1383

    Article  Google Scholar 

  • NCSE-02 (2002). Normativa de Construcción Sismorresistente Española. Comisión Permanente de Normas Sismorresistentes. Real Decreto 997/2002. Boletín Oficial del Estado No. 244, Spain, 11 Oct 2002

  • NHERP (1994) Recommended provisions for the development of seismic regulations for newbuildings. Building Seismic Safety Council, Washington

    Google Scholar 

  • NZSEE (2006) Assessment and improvement of the structural performance of buildings in earthquakes, recommendations of a NZSEE study group on earthquake risk buildings

  • Omori F (1922) The semi-destructive earthquake of April 26, 1922. Seismological Notes (Imperial Earthquake Investigation Committee) 3:1–30

  • Oliveira CS, Navarro M (2010) Fundamental periods of vibration of RC buildings in Portugal from in-situ experimental and numerical techniques. Bull Earthq Eng 8:609–642

    Article  Google Scholar 

  • Picozzi M, Milkereit C, Zulfikar C, Fleming K, Ditommaso R, Fischer J, Safak E, Özel O, Apaydin N (2010a) Wireless technologies for the monitoring of strategic civil infrastructures: an ambient vibration test on the Fatih Sultan Mehmet suspension bridge in Istanbul, Turkey. Bull Earthq Eng 8(3):671–691

    Article  Google Scholar 

  • Picozzi M, Ditommaso R, Parolai S, Mucciarelli M, Milkereit C, Sobiesiak M, Di Giacomo D, Gallipoli MR, Pilz M, Vona M, Zschau J (2010b) Real time monitoring of structures in task-force missions: the example of the Mw = 6.3 Central Italy Earthquake, April 6, 2009. Natural Hazards 52(2)/Feb 2010. doi:10.1007/s11069-009-9481-1

  • Ponzo FC, Ditommaso R, Auletta G, Mossucca A (2010) A fast method for structural health monitoring of Italian reinforced concrete strategic buildings. Bull Earthq Eng 8:1421–1434

    Article  Google Scholar 

  • Prieto GA, Lawrence JF, Chung AI, Kohler MD (2010a) Impulse response of civil structures from ambient noise analysis. Bull Seism Soc Am 100(5A):2322–2328. doi:10.1785/0120090285

    Article  Google Scholar 

  • Pugno N, Surace C, Ruotolo R (2000) Evaluation of the non-linear dynamic response to harmonic excitation of a beam with several breathing cracks. J Sound Vib 235:749–762

    Article  Google Scholar 

  • Salawu OS (1997) Detection of structural damage through changes in frequency: a review. Eng Struct 19(9):718–723

    Article  Google Scholar 

  • Satake N, Suda K, Arakawa T, Sasaki A, Tamura Y (2003) Damping evaluation using full-scale data of buildings in Japan. J Struct Eng ASCE 129(4):470–477

    Article  Google Scholar 

  • Snieder R, Hubbard S, Haney M, Bawden G, Hatchell P (2007) Advanced non-invasive geophysical monitoring techniques. Ann Rev Earth Planet Sci 35:653–683

    Article  Google Scholar 

  • Tamura Y, Sasaki A, Tsukagoshi H (1993) Evaluation of damping ratios of randomly excited buildings using the random decrement technique. J Struct Constr AIJ 454:29–38

    Google Scholar 

  • Todoroska MI, Trifunac MD (2007) Earthquake damage detection in the imperial county services building I: the data and time-frequency analysis. Soil Dyn Earthq Eng 27:564–576

    Article  Google Scholar 

  • Trifunac MD, Ivanovic SS, Todorovska MI (2001a) Apparent periods of a building. II: time-fourier analysis. J Struct Eng 127(5):517–526

    Google Scholar 

  • Trifunac MD, Ivanovic SS, Todorovska MI (2001b) Apparent periods of a building. II: time-frequency analysis. J Struct Eng 127(5):527–537

    Google Scholar 

  • Verderame GM, Iervolino I, Manfredi G (2010) Elastic period of sub-standard reinforced concrete moment resisting frame buildings. Bull Earthq Eng 8:955–972

    Article  Google Scholar 

  • Yang JCS, Caldwell DW (1976) Measurement of damping and the detection of damages in structures by the random decrement technique. 46th Shock and Vibration, Bulletin, pp 129–136

  • Yang JCS, Dagalakis NG (1980) Detection of incipient failure in structure using random decrement technique. In: Proceeding of the fall meeting of society of experimental stress analysis (SESA). Ft Laurdedale, Florida, p 43

  • Yang JCS, Aggour MS, Al-Sanad H (1982) Application of the random decrement technique in the determination of damping of soils. 7th ECEE

  • Zhang Z, Cho Ch (2009) Experimental study on damping ratios of in-situ buildings. World Acad Sci Eng Technol 50:614–618

    Google Scholar 

  • Zembatya Z, Kowalskia M, Pospisilb S (2006) Dynamic identification of a reinforced concrete frame in progressive states of damage. Eng Struct 28:668–681

    Article  Google Scholar 

Download references

Acknowledgments

The authors wish to express their sincere gratitude to all those who helped them during the two building measurements surveys, especially to local Civil Protection people of Lorca town and to the engineering company DG (Decisiones Geoconstructivas S.L.) who provided us with numerous building data. Thanks are due to anonymous reviewers for comments and suggestions that helped to improve the manuscript. This research was carried out within the framework of research coordinated projects CGL2007-66745-C02-01-02/BTE, and CGL2011-30187-C02-01-02 funded by the Spanish Ministry of Science and Innovation and Seismomed project funded by Corporación Tecnológica de Andalucía (Spain).

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Authors and Affiliations

  1. Instituto Andaluz de Geofísica, Universidad de Granada, 18070 , Granada, Spain

    F. Vidal, M. Navarro & C. Aranda

  2. Departamento de Química y Física, Universidad de Almería, 04120 , Almeria, Spain

    M. Navarro

  3. Department of Building Engineering, University of Kanagawa, Yokohama, Japan

    T. Enomoto

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  1. F. Vidal
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Correspondence to M. Navarro.

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Vidal, F., Navarro, M., Aranda, C. et al. Changes in dynamic characteristics of Lorca RC buildings from pre- and post-earthquake ambient vibration data. Bull Earthquake Eng 12, 2095–2110 (2014). https://doi.org/10.1007/s10518-013-9489-5

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