| Steel beam–column connection using copper-based shape memory alloy dampers J Sepúlveda, R Boroschek, R Herrera, O Moroni, M Sarrazin Journal of Constructional Steel Research 64 (4), 429-435, 2008 | 89 | 2008 |
| Experiments on a base-isolated building in Santiago, Chile MO Moroni, M Sarrazin, R Boroschek Engineering Structures 20 (8), 720-725, 1998 | 72 | 1998 |
| Dynamic characteristics of a long span seismic isolated bridge RL Boroschek, MO Moroni, M Sarrazin Engineering Structures 25 (12), 1479-1490, 2003 | 69 | 2003 |
| Dynamic soil-structure interaction MA Sarrazin, JM Roesset, RV Whitman Journal of the Structural Division 98 (7), 1525-1544, 1972 | 65 | 1972 |
| A fuzzy model of superelastic shape memory alloys for vibration control in civil engineering applications OE Ozbulut, C Mir, MO Moroni, M Sarrazin, PN Roschke Smart materials and structures 16 (3), 818, 2007 | 50 | 2007 |
| Damping characteristics of a CuZnAlNi shape memory alloy MO Moroni, R Saldivia, M Sarrazin, A Sepúlveda Materials Science and Engineering: A 335 (1-2), 313-319, 2002 | 50 | 2002 |
| Effect of SMA braces in a steel frame building RL Boroschek, G Farias, O Moroni, M Sarrazin Journal of Earthquake Engineering 11 (3), 326-342, 2007 | 48 | 2007 |
| Performance of bridges with seismic isolation bearings during the Maule earthquake, Chile M Sarrazin, O Moroni, C Neira, B Venegas Soil dynamics and earthquake engineering 47, 117-131, 2013 | 38 | 2013 |
| Evaluation of dynamic response characteristics of seismically isolated bridges in Chile M Sarrazin, O Moroni, JM Roesset Earthquake engineering & structural dynamics 34 (4‐5), 425-448, 2005 | 37 | 2005 |
| Effect of isolation pads and their stiffness on the dynamic characteristics of bridges W Dai, MO Moroni, JM Roesset, M Sarrazin Engineering structures 28 (9), 1298-1306, 2006 | 25 | 2006 |
| Dynamic characteristics of Chilean bridges with seismic protection MO Moroni, R Boroschek, M Sarrazin Journal of Bridge Engineering 10 (2), 124-132, 2005 | 24 | 2005 |
| Behavior of instrumented base-isolated structures during the 27 February 2010 Chile earthquake MO Moroni, M Sarrazin, P Soto Earthquake spectra 28 (1_suppl1), 407-424, 2012 | 21 | 2012 |
| Soil-structure interaction in earthquake resistant design MA Sarrazin School of Engineering, Massachusetts Inst. of Technology, 1970 | 21 | 1970 |
| Base-isolated building with high-damping spring system subjected to near fault earthquakes ME Tornello, M Sarrazin Earthquake and Structures 3 (3-4), 315-340, 2012 | 17 | 2012 |
| Optimal control of accelerations in a base-isolated building using magneto-rheological dampers and genetic algorithms M Lafontaine, O Moroni, M Sarrazin, P Roschke Journal of Earthquake Engineering 13 (8), 1153-1171, 2009 | 17 | 2009 |
| Respuesta sísmica de puentes chilenos con apoyos aislantes M Sarrazin, MO Moroni, D Romo, J Quintana, P Soto Revista Internacional de Desastres Naturales, Accidentes e Infraestructura …, 2002 | 15 | 2002 |
| Shaking table test of a reduced-scale structure with copper-based SMA energy dissipation devices M Cerda, R Boroschek, G Farias, O Moroni, M Sarrazin Proc. 8th US National Conf. on Earthquake Engineering (San Francisco, CA), 2006 | 12 | 2006 |
| Design of a base isolated confined masonry building M Sarrazin, M Moroni Proc. lOth World Conf. on Earthq. Engng, 2505-2508, 1992 | 10 | 1992 |
| Mechanical properties and fuzzy modeling of high-damping rubber with thermal effects A Escandar, MO Moroni, M Sarrazin, PN Roschke Journal of materials in civil engineering 19 (5), 428-436, 2007 | 9 | 2007 |
| Contributions to the Chilean code for seismic design of buildings with energy dissipation devices A Sáez, MO Moroni, M Sarrazin 15th World Conference on Earthquake Engineering, Lisboa, 2012 | 8 | 2012 |
