Mauricio Sarrazin
Mauricio Sarrazin
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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
Experiments on a base-isolated building in Santiago, Chile
MO Moroni, M Sarrazin, R Boroschek
Engineering Structures 20 (8), 720-725, 1998
Dynamic characteristics of a long span seismic isolated bridge
RL Boroschek, MO Moroni, M Sarrazin
Engineering Structures 25 (12), 1479-1490, 2003
Dynamic soil-structure interaction
MA Sarrazin, JM Roesset, RV Whitman
Journal of the Structural Division 98 (7), 1525-1544, 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
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
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
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
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
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
Dynamic characteristics of Chilean bridges with seismic protection
MO Moroni, R Boroschek, M Sarrazin
Journal of Bridge Engineering 10 (2), 124-132, 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
Soil-structure interaction in earthquake resistant design
MA Sarrazin
School of Engineering, Massachusetts Inst. of Technology, 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
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
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
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
Design of a base isolated confined masonry building
M Sarrazin, M Moroni
Proc. lOth World Conf. on Earthq. Engng, 2505-2508, 1992
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
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
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