GNGTS 2019 - Atti del 38° Convegno Nazionale

GNGTS 2019 S essione 2.2 333 Belletti B., Damoni C., Hendriks M.A.N., De Boer A.; 2014: Analytical and numerical evaluation of the design shear resistance of reinforced concrete slabs . Structural Concrete, 15(3) , 317-330. Belletti B., Scolari M., Vecchi F.; 2016a: NLFEA of reinforced concrete shear walls under cyclic loading by means of PARC_CL 2.0 crack model . In: Proceedings of the fib symposium, 21–23 November, Cape Town. Belletti B., Scolari M., Almeida João P., Beyer K.; 2016b: Validation of NLFEA of reinforced concrete walls under bidirectional loading . Italian Concrete Days – Giornate AICAP 2016 Congresso CTE, Roma, Italia, October 27–28. https://infoscience.epfl.ch/record/223004. Belletti B., Scolari M., Vecchi F.; 2017: PARC_CL 2.0 crack model for NLFEA of reinforced concrete structures under cyclic loadings . Comput and Struct, 199 , 165–79, http://dx.doi.org/10.1016/j.compstruc.2017.06.008. Belletti B., Muttoni A., Ravasini S., Vecchi F.; 2019: Parametric analysis on punching shear resistance of reinforced concrete continuous slabs. Magazine of Concrete Research, 71(20) , 1083-1096, https://doi.org/10.1680/ jmacr.18.00123. Damoni C., Belletti B., Esposito R.; 2014: Numerical prediction of the response of a squat shear wall subjected to monotonic loading . Eur J Environ Civ Eng, 18(7) , 754–69. http://dx.doi.org/10.1080/19648189.2014.896753. Hendriks M.A.N, De Boer A., Belletti B.; 2017: Guidelines for Nonlinear Finite Element Analysis of Concrete Structures . Rijkswaterstaat Centre for Infrastructure, Report RTD:1016-1:2017. N005_A469_2014_EDF_B. TECHNICAL REPORT. Presentation of the cash benchmarck phase 2. http://benchmark- cash.org/ Salvatore W, Caprili S, Barberi V.; 2009: Rapporto dei danni provocati dall’evento sismico del 6 aprile sugli edifici scolastici del centro storico de L’Aquila ; Available on-line from www.reluis.it RAPID ASSESSMENT OF SEISMIC IMPACT IN WESTERN ALPINE AREA: DEVELOPMENT IN ITALY AND FRENCH CROSS-BORDER PROJECT (ALCOTRA RISVAL) F. Bosco 1 , A. Deschamps 2 , S. Auclair 3 1 Arpa Piemonte, Turin, Italy 2 CNRS, Sophia Antipolis, France 3 BRGM, Marseille, France Context of the area and of the project. The cross-border project Interreg ALCOTRA RISVAL (Alpine Seismic Risk and Vulnerability) aims to increase the resilience of the Western Alps territory to seismic risk, with the cooperation of regional government bodies and research organization, in order to improve the response capacity to the impact of significant events and the awareness of both population and institutions responsible for management of the territory and the emergencies. It is useful to develop tools that can provide rapid, accurate, easy-to-use information that can be supportive in the evaluation of the impacts produced by natural phenomena on the elements exposed. Therefore the information produced needs to be easily consulted and interpreted by the end users: so it can be georeferenced, available through web-services, represented with aggregations and schemes suitable to describe the complexity of the data in a concise but effective way (Fig. 1). The peri-alpine regions are highly anthropized and characterized by a high social-economic development, in terms of population density, presence of buildings, infrastructures, economic activities and cultural heritage, in general of goods exposed to the impact of different natural phenomena (earthquakes, landslides, floods, etc.) affecting the area, geologically active, sometimes even with high intensity. In particular, with regard to the seismic risk in western Alps, the most active sectors are the ones close and in the core of the mountain chain, crossed by the Italian-French border, with