Man

Leonardo Maximiliano Massone Sánchez

Director

University of Chile

santiago, Chile

Líneas de Investigación


STRUCTURAL DESIGN, SEISMIC RESISTANT DESIGN; EXPERIMENTAL RESEARCH; Analytical studies of reinforced concrete elements and structural systems; Experimental studies of reinforced concrete elements

Educación

  •  Ph.D. in Civil Engineering, University of California Los Angeles. Estados Unidos, 2006
  •  MS in Civil Engineering, University of California Los Angeles. Estados Unidos, 2003
  •  Ingeniero Civil, Univesidad de Chile. Chile, 1999

Experiencia Académica

  •   Asociado Full Time

    UNIVERSIDAD DE CHILE

    FCFM

    Santiago, Chile

    1999 - At present

Experiencia Profesional

  •   Ingeniero Full Time

    Idiem

    Santiago, Chile

    1999 - 2001

Formación de Capital Humano


1. Más de 40 memorias de grado guiadas
2. Cerca de 30 memorias como profesor de comisión
3. 5 tesis de magíster guiadas


Difusión y Transferencia


1. Participación en la redacción del capítulo de diseño de muros de hormigón armado en Chile
2. Participación con voz y voto en la norma de diseño de estructuras de hormigón armado de Estados Unidos (ACI - American Concrete Institute)


Premios y Distinciones

  •   Premio Ramón Salas Edwards

    INSTITUTO DE INGENIEROS DE CHILE

    Chile, 2014

    Distinción por el trabajo: Lagos, R., Kupfer, M, Lindenberg, J, Bonelli, P., Saragoni, R., Guendelman, T., Massone, L. M., Boroschek, R., Yáñez, F. (2012), “Seismic Performance Of High-Rise Concrete Buildings In Chile”, CTBUH 9th World Congress, China

  •   Best Paper Award

    ACE

    Turquia, 2012

    10th International Congress on Advances in Civil Engineering, 17-19 October 2012, Middle East Technical University, Ankara, Turkey Por el trabajo: Publicación: Lateral Load Behavior of Low–Rise Structural Walls Autores: K. Orakçal, T. Terzio?lu, L.M. Massone

  •   Best paper award - Young Professors Paper Competition

    Deep Foundation Institute – DFI

    Estados Unidos, 2011

    Best paper award 36th Annual Conference on Deep Foundations, Boston, MA, October 18-21, 2011. Annual Young Professors Paper Competition. Deep Foundation Institute – DFI, EEUU Publicación: Massone, L. M., and Lemnitzer, A.; “The Influence of RC Nonlinearity on p-y Curves for CIDH Bridge Piers”


 

Article (31)

A nonlinear quadrilateral thin flat layered shell element for the modeling of reinforced concrete wall structures
Experimental and numerical cyclic response of RC walls with openings
Experimental cyclic response of RC walls with setback discontinuities
Understanding the cyclic response of RC walls with setback discontinuities through a finite element model and a strut-and-tie model
Analytical and experimental evaluation of the use of fibers as partial reinforcement in shotcrete for tunnels in Chile
Analytical model for shear strength estimation of reinforced concrete beam-column joints
Cyclic lateral load behavior of squat reinforced concrete walls
Experimental seismic shear force amplification in scaled RC cantilever shear walls with base irregularities
General solution for shear strength estimate of RC elements based on panel response
Low-cycle fatigue behaviour of reinforcing bars including the effect of inelastic buckling
Analytical Study of the Response of Reinforced Concrete Walls with Discontinuities of Flag-Wall Type
Confinement Behavior of Rectangular Reinforced Concrete Prisms Simulating Wall Boundary Elements
Load - Deformation responses of slender structural steel reinforced concrete walls
A nonlinear quadrilateral layered membrane element with drilling degrees of freedom for the modeling of reinforced concrete walls
Displacement and curvature estimation for the design of reinforced concrete slender walls
Model verification and assessment of shear flexure interaction in pile foundations
Shear strength model for reinforced concrete corbels based on panel response
Aftershock Response of RC Buildings in Santiago, Chile, succeeding the Magnitude 8.8 Maule Earthquake
Modeling of reinforcement global buckling in RC elements
Shear response estimate for squat reinforced concrete walls via a single panel model
Fundamental principles of the reinforced concrete design code changes in Chile following the Mw 8.8 earthquake in 2010
Shear-Flexural Behavior and Modeling of Prestressed Self-Consolidating Concrete Beams
Damage and Implications for Seismic Design of RC Structural Wall Buildings
Seismic Design and Construction Practices for RC Structural Wall Buildings
Shear-Flexure Coupling Behavior of Steel Fiber-Reinforced Concrete Beams
Strength prediction of squat structural walls via calibration of a shear-flexure interaction model
Buckling modeling of reinforcing bars with imperfections
Modeling of Squat Structural Walls Controlled by Shear
Shear Strength of Lightly Reinforced Wall Piers and Spandrels
Investigation of the axial load capacity for lightly reinforced wall piers
Load-deformation responses of slender reinforced concrete walls

ConferencePaper (5)

Comparison of industry-standard nonlinear dynamic analysis methods with observed damage on a RC building
Experimental and analytical response of RC wall boundary elements
Modal parameter variation of an earthquake damaged building
Experimental and analytical assessment of shear-controlled wall responses
Impact of shear-flexure interaction on p-y curves of pile foundations
35
Leonardo Massone

Director

Ingeniería Civil

University of Chile

santiago, Chile

5
Fabián Rojas

Profesor Asistente

Ingeniería Civil

Universidad de Chile

Santiago, Chile

2
Ricardo Herrera

Profesor Asociado

ingeniería Civil

Universidad de Chile

Santiago, Chile

1
Ruben Boroschek

DEPTO. DE ING. CIVIL, FACULTAD DE CIENCIAS FÍSICAS Y MATEMÁTICAS, UNIVERSIDAD DE CHILE

Santiago, Chile