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Comparison of velocimeter and coherent lidar measurements for building frequency assessment

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Abstract

Over recent years there has been a growing interest in the building frequency analysis for earthquake and structural engineering fields using ambient vibrations. Simultaneously, velocity measurements with LASER remote sensing techniques have gained more interest for several applications. This paper details the comparison of the frequency analysis obtained using sensitive velocimeter sensor and coherent LIDAR (Light Detection and Ranging) sensor, and applied to one RC existing building. Ambient vibrations recordings were processed using the Frequency Domain Decomposition method for defining the frequencies and mode shapes of the building target, while LASER remote sensing approach used coherent LIDAR method for velocity and frequency measurement. The results of the two systems are discussed. A good agreement is observed, which let us conclude on the ability of the coherent LIDAR to assess the frequency of existing buildings for structural and earthquake engineering fields at long range and without any retroreflector on the structure.

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References

  • Alba M, Fregonese L, Prandi F, Scaioni M, Valgoi P (2006) Structural monitoring of a large dam by terrestrial LASER scanning. In: Proceedings of the ISPRS Commission V Symposium ‘Image Engineering and Vision Metrology’. Dresden, Germany 25–27 September 2006, ISSN 1682–1750, Vol XXXVI, Part 5

  • Boutin C, Hans S, Ibraim E, Roussillon P (2005) In situ experiments and seismic analysis of existing buildings—part II: seismic integrity threshold. Earthq Eng Struct Dyn 34(12): 1531–1546

    Article  Google Scholar 

  • Brincker R, Zhang L, Andersen P (2001) Modal identification of output only systems using frequency domain decomposition. Smart Mater Struct 10: 441–445

    Article  Google Scholar 

  • Carden PE, Fanning P (2004) Vibration based condition monitoring: a review. Struct Health Monit 3(4): 355–377

    Article  Google Scholar 

  • Carder DS (1936) Observed vibration of buildings. Bull Seism Soc Am 26: 245–277

    Google Scholar 

  • Cariou J-P, Augère B (1999) Performance of an erbium LASER vibration sensor. SPIE Coherent LASER Radar Technol Appl 3707: 491–498

    Google Scholar 

  • Celebi M (1993) Dynamic characteristics of five tall buildings during strong and low-amplitude motions. Struct Des Tall Build 2: 1–15

    Article  Google Scholar 

  • Chatelain J-L, Guéguen P, Guillier B, Fréchet J, Bondoux F, Sarrault J, Sulpice P, Neuville JM (2000) Cityshark: a user-friendly instrument dedicated to ambient noise (microtremor) recording for site and building response studies. Seismol Res Lett 71(6): 698–703

    Google Scholar 

  • Clinton JF, Bradford SC, Heaton TH, Favela J (2006) The observed wander of the natural frequencies in a structure. Bull Seism Soc Am 96(1): 237–257

    Article  Google Scholar 

  • Crawford R, Ward HS (1964) Determination of the natural periods of buildings. Bull Seism Soc Am 54(6): 1743–1756

    Google Scholar 

  • Cunha A, Caetano E (2005) From input-output to output-only modal identification of civil engineeering structures. In: 1st International Operational Modal Analysis Conference, Copenhagen

  • Dunand F, Ait Meziane Y, Guéguen P, Chatelain JL, Guilier B, Ben Salem R, Hadid M, Hellel M, Kiboua A, Laouami N, Machane D, Mezouer N, Nour A, Oubaiche EH, Remas A (2004) Uses of ambient vibrations for Boumerdes buildings dommage analysis after the 21 May 2003 earthquake. Mémoires du Service Géologique de l’Algérie 12: 177–191

    Google Scholar 

  • Dunand F, Guéguen P, Bard P-Y, Rodgers J, Celebi M (2006) Comparison of the dynamic parameters extracted from weak, moderate and strong building motion. In: Proceedings of 1st European Conference of Earthquake Engineering and Seismology, number 1021, Geneva

  • Frehlich RG, Kavaya MJ (1991) Coherent LASER radar performance for general atmospheric refractive turbulence. Appl Opt 30(36): 5325–5351

    Article  Google Scholar 

  • González-Aguilera D, Gómez-Lahoz J, Sanchez J (2008) A new approach for structural monitoring of large dams with a three-dimensional Laser scanner. Sensor 8: 5866–5883. doi:10.3390/s8095866

    Article  Google Scholar 

  • He J, Fu Z-F (2001) Modal analysis. Butterworth-Heinemann Oxford, 304 pp, ISBN-13:978-0750650793

  • Kachelmyer AL, Schultz KI (1995) LASER vibration sensing. Linc Lab J 8: 3–28

    Google Scholar 

  • Kaito K, Abe M, Fujino Y (2001) An experimental modal analysis for RC-bridge decks based on non-contact vibration measurement. In: Proceedings of IMAC-XIX conference structural dynamics, vol 2, Orlando, pp 1561–1567

  • Kaito K, Abe M, Fujino Y (2005) Development of non contact scanning vibration measurement system for real-scale structures. Struct Infrastruct Eng 1(3): 189–205

    Google Scholar 

  • Michel C, Guéguen P, Bard P-Y (2008) Dynamic parameters of structures extracted from ambient vibration measurements: an aid for the seismic vulnerability assessment of existing buildings in moderate seismic hazard regions. Soil Dyn Earthq Eng 28(8): 593–604

    Article  Google Scholar 

  • Mucciarelli M, Gallipoli MR, Masi A, Vona M, Ponzo F, Dolce M (2004) Analysis of RC building dynamic response and soil-building resonance based on data recorded during a damaging earthquake (Molise, Italy 2002). Bull Seism Soc Am 94(5): 1943–1953

    Article  Google Scholar 

  • Park HS, Lee HM, Adeli H, Lee I (2007) A new approach for health monitoring of structures: terrestrial laser scanning. Comput-Aided Civil Infrastruct Eng 22: 19–30

    Article  Google Scholar 

  • Peeters B, Maeck J, De Roeck G (2001) Vibration-based damage detection in civil engineering: excitation sources and temperature effects. Smart Mater Struct 10: 518–527

    Article  Google Scholar 

  • PS92 (1995) DTU Règles PS92. Règles de construction parasismique (in French)

  • Trifunac MD (1972) Comparison between ambient and forced vibration experiments. Earthq Eng Struct Dyn 1: 133–150

    Article  Google Scholar 

  • Trifunac MD, Todorovska MI, Manic MI, Bulajic BD (2008) Variability of the fixed-base and soil-structure system frequencies of a building—the case of Borik-2 building. Struct Control Health Monit. doi:10.1002/stc.277

  • Ventura C, Liam Finn W-D, Lord JF, Fujita N (2003) Dynamic characteristics of a base isolated building from ambient vibration measurement and low level earthquake shaking. Soil Dyn Earthq Eng 23: 313–322

    Article  Google Scholar 

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Correspondence to Philippe Gueguen.

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Submitted for publication in Bulletin of Earthquake Engineering as Short Technical Notes.

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Gueguen, P., Jolivet, V., Michel, C. et al. Comparison of velocimeter and coherent lidar measurements for building frequency assessment. Bull Earthquake Eng 8, 327–338 (2010). https://doi.org/10.1007/s10518-009-9137-2

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  • DOI: https://doi.org/10.1007/s10518-009-9137-2

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