GNGTS 2015 - Atti del 34° Convegno Nazionale

264 GNGTS 2015 S essione 2.3 Ringraziamenti. Questo studio è stato finanziato parzialmente dal Dipartimento Nazionale di Protezione Civile nell’ambito del Progetto DPC-RELUIS 2015 – Osservatorio Sismico delle Strutture e Monitoraggio. Bibliografia Al-Nimry H., Resheidat M., Al-Jamal M.; 2014: Ambient vibration testing of low and medium rise infilled RC frame buildings in Jordan . Soil Dynamics and Earthquake Engineering, Vol. 59 , pp. 21–29. Applied Technological Council 1978: Tentative provisions for the development of seismic regulation for buildings . Rep. No, ATC3-06, Applied Technological Council, Paolo Alto, California. Circolare 2 febbraio 2009, n. 617 Istruzioni per l’applicazione delle «Nuove norme tecniche per le costruzioni» di cui al decreto ministeriale 14 gennaio 2008. Crowley H., Pinho R.; 2004: Period-height relationship for existing European reinforced concrete buildings. Journal of Earthquake Engineering, Vol. 8 (Special Issue 1), pp. 93-119. 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Giornata di Studio “Controllo e monitoraggio di edifici in Calcestruzzo Armato: il caso-studio di Punta Perotti, Bari, Ialia, Giugno 2007. Gallipoli M.R., 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. Bulletin of Earthquake Engineering, Vol. 8 , pp. 593-607. Goel R.K., Chopra A.K.; 1997: Period formulas for moment-resisting frame buildings. Structural Engineering Division ASCE; Vol. 123 , pp. 1454-1461. Guler K., Yuksel E., Kocak A.; 2008: Estimation of the Fundamental Vibration Period of Existing RC Buildings in Turkey Utilizing Ambient Vibration Records. Journal of Earthquake Engineering, Vol. 12:S2 , pp. 140-150. Hatzigeorgiou G.D., Kanapitsas G.; 2013: Evaluation of fundamental period of low-rise and mid-rise reinforced concrete buildings. Earthquake Engineering & Structural Dynamics, Vol. 42 , pp. 1599-1616. 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DM 14 gennaio 2008, Gazzetta Ufficiale n. 29 del 4 febbraio 2008. Oliveira C.S., Navarro M.; 2010: Fundamental periods of vibration of RC buildings in Portugal from in-situ experimental and numerical techniques . Bulletin of Earthquake Engineering, Vol. 8 , pp. 609-642. Prajapati N., Desai A.N.; 2012: Effect of height and number floors to natural time period of a multi-storey building. International journal of emerging technology and advanced engineering, ISSN 2250-2459, Vol. 2 , Issue 11. Ricci P., Verderame G.M., Manfredi G.; 2011: Analytical investigation of elastic period of infilled RC MRF buildings . Engineering Structures, Vol. 33 , pp. 308–319. Salama M.I.; 2013: Experimental estimation of time period of vibration for moment resisting frame buildings . 2 nd Turkish Conference on Earthquake Engineering and Seismology – TDMSK -2013 September 25-27, 2013, Antakya, Hatay/Turkey. Verderame G.M., Iervolino I., Mariniello C., Manfredi G.; 2007: Il periodo nella valutazione sismica di edifici esistenti in c.a . 12° Convegno Nazionale ANIDIS, Pisa, 10-14 giugno 2007, paper 315. Verderame G.M., Iervolino I., Manfredi G.; 2010: Elastic period of sub-standard reinforced concrete moment resisting frame buildings . Bullettin Earthquake Engineering, Vol. 8 , pp. 955-972. Vidal F., Navarro M., Aranda C., Enomoto T.; 2014 : Changes in dynamic characteristics of Lorca RC buildings from pre- and post-earthquake ambient vibration data. Bulletin of Earthquake Engineering, Vol. 12 , pp. 2095-2110.