GNGTS 2014 - Atti del 33° Convegno Nazionale

318 GNGTS 2014 S essione 2.3 Borcherdt R.D.; 1970: Effects of local geology on ground motion near San Francisco Bay . Bulletin of the Seismological Society of America, 60 , 29-61. CEN; 2005: Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings . EN1998-3:2005. ComitéEuropéen de Normalisation, Brussels. Curti E.; 2007: Seismic vulnerability of bell towers: mechanical and macroseismic models . Ph.D. Thesis, University of Genoa, Italy (in Italian). De Ferrari R., Ferretti G., Barani S. and Spallarossa D.; 2010: Investigating on the 1920 Garfagnana earthquake (Mw = 6.5): evidences of site effects in Villa Collemandina (Tuscany, Italy) . Soil Dynamics and Earthquake Engineering, 30 , 1417-1429. Fäcke A., Parolai S., Richwalski S.M. and Stempniewski L.; 2006: Assessing the vibrational frequencies of the Cathedral of Cologne (Germany) by means of ambient seismic noise analysis . Natural Hazards, 38 , 229-236. Gallipoli M.R., Mucciarelli M., Castro R.R., Monachesi G. and Contri P.; 2004b: Structure, soil-structure response and effects of damage based on observations of horizontal-to-vertical spectral ratios of microtremors . Soil Dynamics and Earthquake Engineering, 24 , 487-495. Gallipoli M.R., Mucciarelli M., Tropeano M., Gallicchio S. and Lizza C.; 2004a: HVSR measurements in the area damaged by the 2002 Molise, Italy earthquake . Earthquake Spectra, 20 , 81-94. Gallipoli M.R., Mucciarelli M. and Vona V.; 2009: Empirical estimate of fundamental frequencies and damping for Italian buildings . Earthquake Engineering and Structural Dynamics, 38 , 973-988. Gosar A.; 2007: Microtremor HVSR study for assessing site effects in the Bovec basin (NW Slovenia) related to the 1998 Mw5.6 and 2004 Mw5.2 earthquakes . Engineering Geology, 91 , 178-193. Hans S., Boutin C., Ibraim E. and Roussillon P.; 2005: In situ experiments and seismic analysis of existing buildings. Part I: experimental investigations . Earthquake Engineering and Structural Dynamics, 34 , 1513-1529. Lachet C. and Bard P.Y.; 1994: Numerical and theoretical investigations on the possibilities and limitations of Nakamura’s technique . Journals of Physics of the Earth, 42 , 377-397. Lagomarsino S.; 2014: Seismic assessment of rocking masonry structures . Bulletin of Earthquake Engineering, doi:10.1007/s10518-014-9609-x. Lermo J. and Chavez-Garcia F.J.; 1993: Site effect evaluation using spectral ratios with only one station . Bulletin of the Seismological Society of America, 83 , 1574-1594. Lermo J. and Chavez-Garcia F.J.; 1994: Are microtremors useful in site response evaluation? Bulletin of the Seismological Society of America, 84 , 1350-1364. Luo G., Liu L., Qi C., Chen Q. and Chen Y.; 2008: Structural response analysis of a reinforced concrete building with the excitation of microtremors and passing subway trains . Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, 12-17 October. Massa M., Marzorati S., Ladina C. and Lovati S.; 2010: Urban seismic stations: soil–structure interaction assessment by spectral ratio analyses . Bulletin of Earthquake Engineering, 8 , 723-738. MIT – Ministry of Infrastructures and Transportation; 2009: Circ. C.S.Ll.Pp. No. 617 of 2/2/2009. Istruzioni per l’applicazione delle nuove norme tecniche per le costruzioni di cui al Decreto Ministeriale 14 Gennaio 2008. G.U. S.O. n.27 of 26/2/2009, No. 47 (in Italian). Mucciarelli M.; 1998: Reliability and applicability range of the Nakamura’s technique . Journal of Earthquake Engineering, 2 , 625-638. Mucciarelli M. and Gallipoli M.R.; 2001: A critical review of 10 years of Nakamura technique . Bollettino di Geofisica Teorica e Applicata, 42 , 255-256. Nakamura Y.; 1989: A method for dynamic characteristics estimations of subsurface using microtremors on the ground surface . Quarterly Rep. RTRI Jpn., 30 , 25-33. Nakamura Y., Gurler E.D. and Saita J.; 1999: Dynamic characteristics of leaning Tower of Pisa using microtremor- preliminary results . Proceedings of the 25th JSCE Earthquake Engineering Symposium, 2 , 921-924. Parolai S., Bormann P. and Milkereit C.; 2001: Assessment of the natural frequency of the sedimentary cover in the Cologne area (Germany) using noise measurements . Journal of Earth. Eng., 5 , 541-564. Parolai S., Fäcke A., Richwalski S.M.and Stempniewski L.; 2005: Assessing the vibrational frequencies of the Holweide Hospital in the city of Cologne (Germany) by means of ambient noise analysis and FE-modelling . Natural Hazard, 34 , 217-230. Parolai S., Orunbaev S., Bindi D., Strollo A., Usupaev S., Picozzi M., Di Giacomo D., Augliera P., D’Alema E., Milkereit C., Moldobekov B. and Zschau J.; 2010: Site Effects Assessment in Bishkek (Kyrgyzstan) Using Earthquake and Noise Recording Data . Bulletin of the Seismological Society of America, 100 , 3068-3082. Parolai S., Richwalski S.M., Milkereit C. and Bormann P.; 2004: Assessment of the stability of H/V spectral ratios from ambient noise and comparison with earthquake data in the Cologne area (Germany) . Tectonophysics, 390 , 57-73. Suarez L.E. and Singh M.P.; 1987: Floor Response Spectra with Structure-Equipment Interaction Effects by a Mode Synthesis Approach . Earthquake Engineering and Structural Dynamics, 15 , 141-158.

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