GNGTS 2014 - Atti del 33° Convegno Nazionale

since design criteria are usually based on this relationship. These differences can be attributed to various factors that affect the dynamic response of buildings, including the presence of connected adjacent buildings, the geometry of the building, the construction material, the soil condition under the building, the level of shaking, the role of stiff masonry infill walls and others. More detailed studies are required to better understand whether the major causes of the discrepancieslie in the building typologies or in the method of measurement. In the case of the local scenario, further studies will investigate the effects of underlying geology, different construction materials, historical buildings, as well as the effect of building aggregates, especially with regard to different adjoining heights, as opposed to individual buildings. References Albarello, D.; (2013): Seismic Hazard Assessment: Part 1 – Theoretical Background and examples . The University of Malta, Physics Department, 23rd September 2013. Presentation Borg, R. P.; Borg, R. C. and Borg Axisa, G.; 2008: The Seismic Risk of Building on Malta . Symposium On “Urban Habitat Construction Under Catastrophic Events”, 23-25th October 2008. Celebi, M. E.; 1998: The Loma Pieta, California, Earthquake of October 17, Building Structures , USGS, Professional Paper 1552-C, Washington, DC Crowley, H. and Pinho, R.; 2004: Period-height relationship for existing European reinforced concrete buildings , Journal of Earthquake Engineering, 8, Special Issue 1, 93-119. CEN. (2004). Eurocode 8: Design of Structures for Earthquake Resistance – Part 1: General Rules, Seismic Actions and Rules for Buildings ; Committee for standardization: Brussels. Chiauzzi, L.; Masi, A.; Mucciarelli, M.; Cassidy, J. F.; Kutyn, K.; Traber, J.; Ventura, C. and Yao, F.; 2012: Estimate of fundamental period of reinforced concrete buildings: code provisions vs. experimental measures in Victoria (BC, Canada), 15th WCEE, LISBOA, 2012. Gallipoli, M. R., Mucciarelli, M. and Vona, M.; 2008: Empirical estimate of fundamental frequencies and damping for Italian buildings , Earthquake Engineering & Structural Dynamics, 38 , 8, 973-988. Gallipoli, M. R., Mucciarelli, M., Šket-Motnikar, B., Zupanćić, P., Gosar, A., Prevolnik, S., Herak, M., Stipčević, J., Herak, D., Milutinović, Z. and Olumćeva, T.; 2010;. Empirical estimates of dynamic parameters on a large set of European buildings, Bulletin of Earthquake Engineering, 8 , 593– 607. Goel, R.K. and Chopra, A.K.: 1997: Period formulas for moment-resisting frame buildings, Journal of Structural Engineering , ASCE 123 (11), 1454–1461 Hong, L. L. and Hwang, W. L.; 2000: Empirical formula for fundamental vibration periods of reinforced concrete buildings in Taiwan , Earthquake Engineering & Structural Dynamics, 29 , 327-337. Kose, M. M.; 2009: Parameters affecting the fundamental period of RC buildings with infill walls , Eng. Struct. 31 (1), 93-102. Kose, M. M. And Karslioglu, O.; 2006: Modelling the effect of infill walls on behaviour of high rise RC buildings under earthquake loading ; Tubitak Project No. 105M022, Ankara. Longo, E.; 2012: Valutazione del comportamento dinamico di edifici campione nell’area di Siracusa . �� ��� M. Sc. Dissertation: University of Catania MCEER; 2010: How Earthquakes Affect Buildings . Available online: https://mceer.buffalo.edu/infoservice/reference_ services/EQaffectBuilding.asp, last accessed 5 January 2014. MEPA, 2010. The environment report 2008 . Sub-report 4 — Land. Floriana: MaltaEnvironment and Planning Authority. (Available online http://www.mepa.org.mt/ter08-land, last accessed 19 March 2012). Mucciarelli, M., and Gallipoli, M. R.; 2007: Damping estimate for simple buildings through non-parametric analysis of a single ambient vibration recording . Ann. Geophys. 50, 259–266. Nakamura, Y.; 1989: A Method for Dynamic Characteristics Estimation of Subsurface using Microtremor on the Ground Surface , Quarterly Report of RTRI, Railway Technical Research Institute, 30 , 25-33 Navarro, M., Vidal, F., Feriche, M., Enomoto, T., Sanchez, F. J. and Matsuda, I.: 2004: Expected Ground-Rc Buildings Structures Resonance Phenomena Granada City (Southern Spain) , 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, 2004, No.3308. Nelson, S. A.; 1996: Earthquakes and Seismic wave . Available online: http://earthsci.org/processes/geopro/seismic/ seismic.html, last accessed on 4 January 2014. Panzera, F.; Lombardo, G. and Muzzetta, I.; 2013: Evaluation of building dynamic properties through in situ experimental techniques and 1D modeling: The example of Catania, Italy , Physics and Chemistry of the Earth, 63 , 136-146 Pedley H.M., Clark M. and Galea P.; 2002: Limestone isles in a cristal sea: the geology of the Maltese islands . P.E.G. Ltd,ISBN: 99909-0-318-2. 394 GNGTS 2014 S essione 2.3