Abstract
During a three year-period, the participants of a NATO Science for Peace project performed ambient noise measurements inside buildings in four European countries. This paper reports the results relevant to reinforced concrete (RC) buildings with height in the range 1–20 floors. The total number of such buildings surveyed is 244. The most striking feature is the similarity of the height-period relationships in the four countries, which allowed the treatment of the all measurements as a single database. We found no significant correlation with other variables, and calculated a regression that is very similar to other empirical height-period relationships and quite different from code provisions and theoretical models.
Similar content being viewed by others
References
Albarello D, Lunedei E, Pileggi D (2009) Physical modeling of HVSR deduced from ambient vibrations: comparison among alternative approaches, submitted to Bull Earthq Eng (this issue)
Boutin C, Hans S (2008) How far ambient noise measurement may help to assess building vulnerability? In: Mucciarelli M, Herak M, Cassidy J (eds) Increasing seismic safety by combining engineering technologies and seismological data. Springer, pp 151–180. ISBN 978-1-4020-9196-4
Castro RR, Mucciarelli M, Pacor F, Federici P, Zaninetti A (1998) Determination of the characteristic frequency of two dams located in the region of Calabria. Italy Bull Seism Soc Am 88(2): 503–511
Çelebi M (2000) Seismic instrumentation of buildings US Geological Survey open-file report 00-157, last download at http://geopubs.wr.usgs.gov/open-file/of00-157/of00-157.pdf
Clinton JF, Bradford SC, Heaton TH, Favela J (2006) The observed wander of the natural frequencies in a structure. Bull Seism Soc Am 96: 237–257
Clough RW, Penzien J (1975) Dynamics of structures 2. Mac Graw-Hill, New York
Cole MA (1973) On-line failure detection and damping measurements of aerospace structures by Random Decrement Signature. NASSA CR 2205
Di Giulio G, Azzara RM, Cultrera G, Giammarinaro MS, Vallone P, Rovelli A (2005) Effect of local geology on ground motion in the city of Palermo, Italy, as inferred from aftershocks of the 6 September 2002 Mw 5.9 earthquake. Bull Seism Soc Am 95: 2328–2341
Gallipoli MR, Mucciarelli M, Castro RR, Monachesi G, Contri P (2004) Structure, soil-structure response and effects of damage based on observations of horizontal-to-vertical spectral ratio of microtremors. Soil Dyn Earthq Eng 24(6): 487–495
Gallipoli MR, Mucciarelli M, Vona M (2008) Empirical estimate of fundamental frequencies and damping for Italian buildings. Earthq Eng Struct Dyn 38: 973–988
Gosar A, Rošer J, Šket-Motnikar B, Zupančič P (2009) Microtremor study of site effects and soil-structure resonance in the city of Ljubljana (central Slovenia), submitted to Bull Earth Eng (this issue)
Herak M (2008) Recent applications of ambient vibration measurements in Croatia. In: Mucciarelli M, Herak M, Cassidy J (eds) Increasing seismic safety by combining engineering technologies and seismological data. Springer, pp 281–292. ISBN 978-1-4020-9196-4
Herak M, Herak D (2009) Continuous monitoring of dynamic parameters of the DGFSM-building (Zagreb, Croatia), submitted to Bull Earthq Eng (this issue)
Jeary AP (1986) Damping in tall buildings—a mechanism and a predictor. Earthq Eng Struct Dyn 14: 733–750
Jeary AP (1997) Damping in structures. J Wind Eng Indust Aerodyn 72: 345–355
Kanai K, Yoshizawa S (1952) On the damping of vibration in actual buildings. I Bull Earthq Res Inst 30: 121–126
Masi A, Vona M (2009) Causes of mismatch between observed and theoretical building height/period relationships, submitted to Bull Earth Eng (this issue)
Mucciarelli M, Gallipoli MR (2007) Damping estimate for simple buildings through non-parametric analysis of a single ambient vibration recording. Ann Geophys 50: 259–266
Mucciarelli M, Monachesi G (1999) The Bovec (Slovenia) earthquake, April 1998: a preliminary correlation among damage, ground motion amplification and building frequencies. J Earthq Eng 3: 317–327
Mucciarelli M, Tiberi PP (2007) Microzonazione sismica di Senigallia. Tecnoprint Ancona, 420 pp +2 CD-Rom
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). Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, 1–6 August 2004. Paper No. 3308
Navarro M, Vidal F, Enomoto T, Alcalá FJ, García-Jerez A, Sánchez FJ, Abeki N (2007) Analysis of the weightiness of site effects on reinforced concrete (RC) building seismic behaviour: The Adra town example (SE Spain). Earthq Eng Struct Dyn 36: 1363–1383
Panou AA, Theodulidis N, Hatzidimitriou P, Stylianidis K, Papazachos CB (2005) Ambient noise horizontal-to-vertical spectral ratio in site effects estimation and correlation with seismic damage distribution in urban environment: the case of the city of Thessaloniki (northern Greece). Soil Dyn Earthq Eng 25: 261–274
Parolai S, Facke A, Richwalski SM, Stempniewski L (2005) Assessing the vibrational frequencies of the Holweide Hospital in the city of Cologne (Germany) by means of ambient seismic noise analysis and FE modelling. Nat Hazards 34: 217–230
Tanaka T, Yoshizawa S, Osawa Y, Morishita T (1969) Period and damping in actual buildings during earthquakes. Bull Earthq Res Inst 47: 1073–1092
Trifunac MD, Ivanovic SS, Todorovska MI (2001a) Apparent periods of a building: I Fourier analysis. J Struct Eng ASCE 127: 517–526
Trifunac MD, Ivanovic SS, Todorovska MI (2001b) Apparent periods of a building II: time-frequency analysis. J Struct Eng ASCE 127: 527–537
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Gallipoli, M.R., Mucciarelli, M., Šket-Motnikar, B. et al. Empirical estimates of dynamic parameters on a large set of European buildings. Bull Earthquake Eng 8, 593–607 (2010). https://doi.org/10.1007/s10518-009-9133-6
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10518-009-9133-6