CURRENT POSITION:
Ricercatore universitario di Tecnica delle Costruzioni presso il Dipartimento di Ingegneria Civile e Architettura dell’Università degli Studi di Pavia.
Docente di Progetto di Strutture nel Corso di Laurea in Ingegneria Civile e Ambientale.

PUBLICATIONS:
[1] Penna A., Morandi P., Rota M., Manzini C.F., da Porto F., Magenes G. [2014] “Performance of masonry buildings during the Emilia 2012 earthquake”, BULLETIN OF EARTHQUAKE ENGINEERING, doi: 10.1007/s10518-013-9496-6.
[2] Rota M., Penna A., Magenes G. [2014] “A framework for the seismic assessment of existing masonry buildings accounting for different sources of uncertainty”, EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 43 (7): 1045-1066.
[3] Senaldi I., Magenes G., Penna A., Galasco A., Rota M. [2014] “The effect of stiffened floor and roof diaphragms on the experimental seismic response of a full scale unreinforced stone masonry building”, JOURNAL OF EARTHQUAKE ENGINEERING, 18 (3): 407-443.
[4] Mouyiannou A., Rota M., Penna A., Magenes G. [2014] “Identification of suitable limit states from nonlinear dynamic analyses of masonry structures”, JOURNAL OF EARTHQUAKE ENGINEERING, 18 (2), 231-263.
[5] Magenes G., Penna A., Senaldi I., Rota M., Galasco A. [2014] “Shaking table test of a strengthened full scale stone masonry building with flexible diaphragms”, INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 8 (3): 349-356.
[6] Penna A., Lagomarsino S., Galasco A. [2014] “A nonlinear macro-element model for the seismic analysis of masonry buildings”, EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 43(2): 159-179.
[7] Costa A.A., Arêde A., Campos Costa A., Penna A., Costa A. [2013] “Out-of-plane behaviour of a full scale stone masonry façade. Part 2: shaking table tests”, EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 42(14): 2097-2111.
[8] Costa A.A., Arêde A., Campos Costa A., Penna A., Costa A. [2013] “Out-of-plane behaviour of a full scale stone masonry façade. Part 1: specimen and ground motion selection”, EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 42(14): 2081-2095.
[9] Costa A.A., Arêde A., Penna A., Costa A. [2013] “Free rocking response of a regular stone masonry wall with equivalent block approach: experimental and analytical evaluation EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 42(15): 2297-2319.
[10] Lagomarsino S., Penna A., Galasco A., Cattari S. [2013] “TREMURI Program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings”, ENGINEERING STRUCTURES, 56(11): 1787-1799.
[11] Tondelli M., Rota M., Penna A. e Magenes G. [2012] “Evaluation of uncertainties in the seismic assessment of existing masonry buildings,” JOURNAL OF EARTHQUAKE ENGINEERING, Vol. 16, No. S1, pp. 36-64.
[12] Rota M., Zuccolo E., Taverna L., Corigliano M., Lai C. G., Penna A. [2012] “Mesozonation of the Italian territory for the definition of real spectrum-compatible accelerograms,” BULLETIN OF EARTHQUAKE ENGINEERING, 10: 1357-1375.
[13] Rota M., Penna A., Strobbia C., Magenes G. [2011] “Typological seismic risk maps for Italy”, EARTHQUAKE SPECTRA, 27 (3): 907-926.
[14] Costa A.A., Penna A., Magenes G. [2011] “Seismic performance of Autoclaved Aerated Concrete (AAC) masonry: from experimental testing of the in-plane capacity of walls to building response simulation. JOURNAL OF EARTHQUAKE ENGINEERING, 15(1): 1-31,
[15] Rota M., Penna A., Magenes G. [2010] “A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses,” ENGINEERING STRUCTURES, 32 (5): 1312-1323.
[16] Senaldi I., Magenes G., Penna A. [2010] “Numerical Investigations on the Seismic Response of Masonry Building Aggregates”, ADVANCED MATERIALS RESEARCH, 133-134: 715-720, doi:10.4028/www.scientific.net/ AMR.133-134.715
[17] Rota M., Penna A., Magenes G. and Strobbia C.L. [2008] “Observed Seismic Vulnerability of Italian Buildings,” Seismic Engineering International Conference commemorating the 1908 Messina and Reggio Calabria Earthquake (MERCEA’08), American Institute of Physics, USA.
[18] Rota M., Penna A., Strobbia C.L., 2008, Processing Italian Damage Data to Derive Typological Fragility Curves, SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 28 (10-11): 933-947.

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