GNGTS 2018 - 37° Convegno Nazionale

GNGTS 2018 S essione 2.2 417 APAT, Dipartimento Difesa del Suolo, Servizio Geologico d’Italia (2008) – Geological Map of Italy at 1:50,000 scale, sheet 374 Roma, S.EL.CA. , Firenze, consulted at http://www.isprambiente.gov.it/Media/carg/374_ROMA/Foglio.html Iervolino I., Galasso C. and Cosenza E.; 2010: REXEL: computer aided record selection for code-based seismic structural analysis . Bulletin of Earthquake Engineering 8 , 339-362. Kottke A.R. and Rathje E.M.; 2008: Technical Manual for Strata , PEER Report 2008/10, Pacific Earthquake Engineering Research Center College of Engineering, University of California, Berkeley, pp. 100, downloadable at https://peer.berkeley.edu/sites/default/files/web_peer810_albert_r._kottke_ellen_m._rathje.pdf NTC; 2008: Norme Tecniche per le Costruzioni - D.M. 14/01/2008, Gazzetta Ufficiale n. 29-4 febbraio 2008. Suppl. Ordinario n. 30. Capitolo 3 Azioni sulle costruzioni. Rollins K.M., Evans M.D., Diehl N.B. and Daily III W.D.; 1998: Shear modulus and damping relationships for gravels . Journal of Geotechnical and Geoenvironmental Engineering 124 , 396-405. Pagliaroli A., Di Fiore V., Lanzo G., Piro S., Piscitelli S., Naso G., Castenetto S., Sabetta F., Petrangeli P., Cecchi R. (2011) – Microzonazione Sismica dell’Area Archeologica Centrale di Roma. XIV Convegno ANIDIS “L’Ingegneria Sismica in Italia”, Bari, 18 - 22 settembre 2011, downloadabile at https://www.researchgate.net/profile/Mancini_Marco/publication/236258983_Microzonazione_Sismica_dell’ Area_ Archeologica_Centrale_di_Roma/links/0deec51767ec8ecb5a000000.pdf 1D SITE RESPONSE ANALYSIS TO ASSESS THE SEISMIC VULNERABILITY OF TWO UNIVERSITY BUILDINGS AT L’AQUILA L. Macerola, M. Tallini, G. Bosco Department of Civil, Construction-Architectural and Environmental Engineering, L’Aquila University, Italy We report the results of the 1D site response modelling finalized to the seismic vulnerability evaluation of L’Aquila University buildings, named Coppito 1 and 2, located in the intramontane plain of Aterno River, which is filled by 100 m-thick Quaternary detrital deposit (mainly silt, gravel, conglomerate, breccia) (Cosentino et al. , 2017; Del Monaco et al. , 2013; Gaudiosi et al. , 2013; Lanzo et al. , 2011) (Fig. 1). Fig. 1 - Location map of Coppito 1 and 2 buildings and the geophysical investigations (DH: down-hole test, HVSR: microtremor measurement, MASW, SR: seismic refraction survey) and boreholes performed in the studied site (DH1-5). In the borehole DH1 was carried out also the SDMT test.