Search Results - "Massone, M."

Cyclic lateral load behavior of squat reinforced concrete walls by Terzioglu, Tevfik, Orakcal, Kutay, Massone, Leonardo M.

“…•Experimental lateral load behavior of shear-controlled reinforced concrete squat walls. The level of existing research, as well as current code provisions and…”
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Failure Mode Detection of Reinforced Concrete Shear Walls Using Ensemble Deep Neural Networks by Barkhordari, Mohammad Sadegh, Massone, Leonardo M.

“…Reinforced concrete structural walls (RCSWs) are one of the most efficient lateral force-resisting systems used in buildings, providing sufficient strength,…”
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Seismic Performance Evaluation of a Chilean RC Building Damaged during the Mw8.8 Chile Earthquake by Suquillo, Betzabeth, Rojas, Fabián, Massone, Leonardo M.

“…Chile, recognized as one of the world’s most earthquake-prone nations, has gained valuable insights from significant earthquakes, such as those in 1985 and…”
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Damage and implications for seismic design of RC structural wall buildings by Wallace, John W, Massone, Leonardo M, Bonelli, Patricio, Dragovich, Jeff, Lagos, René, Lüders, Carl, Moehle, Jack

“…In 1996, Chile adopted NCh433.Of96, which includes seismic design approaches similar to those used in ASCE 7-10 (2010) and a concrete code based on ACI 318-95…”
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A Hysteretic Constitutive Model for Reinforced Concrete Panel Elements by Orakcal, Kutay, Massone, Leonardo M., Ulugtekin, Denizhan

“…A simple yet effective constitutive model-referred to as the “Fixed Strut Angle Model” (FSAM)-is presented in this paper for simulating the nonlinear…”
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High-Strength Reinforcing Steel Bars: Low Cycle Fatigue Behavior Using RGB Methodology by Egger, Jorge E., Rojas, Fabian R., Massone, Leonardo M.

“…Low cycle fatigue life of high-strength reinforcing steel bars (ASTM A706 Grade 80), using photogrammetry by RGB methodology is evaluated. Fatigue tests are…”
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Structural design of reinforced concrete buildings based on deep neural networks by Pizarro, Pablo N., Massone, Leonardo M.

“…•Correct initial prediction of wall dimensions can accelerate the design procedure.•Deep neural networks can provide an adequate regression model for wall…”
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Low-cycle fatigue behaviour of reinforcing bars including the effect of inelastic buckling by Tripathi, Mayank, Dhakal, Rajesh P., Dashti, Farhad, Massone, Leonardo M.

“…•Low-cycle fatigue life of Grade 300E and 500E reinforcing bars.•Effect of buckling on low-cycle fatigue behaviour of reinforcing bars.•Low-cycle fatigue model…”
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Analytical and experimental evaluation of the use of fibers as partial reinforcement in shotcrete for tunnels in Chile by Massone, Leonardo M., Nazar, Francisco

“…•Fibers can improve the structural response of shotcrete.•Steel and polypropylene fibers present different behavior.•Fibers can partially replace electrowelded…”
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Investigation of the Axial Load Capacity for Lightly Reinforced Wall Piers by Wallace, John W, Elwood, Kenneth J, Massone, Leonardo M

“…A large number of reinforced concrete buildings constructed prior to the mid-1970s in western North America rely on lightly reinforced, perforated, perimeter…”
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Dynamic shear amplification of reinforced concrete coupled walls by Massone, Leonardo M., Bass, Enrique

“…•Fiber models can represent the shear amplification of coupled RC walls.•Effect of coupling has a relevant impact on shear amplification.•Nonlinear incursion…”
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Behavior of reinforced concrete columns under biaxial shear forces based on ACI 318 by Massone, Leonardo M., Correa, Agustín

“…•Most design codes do not consider biaxial shear design for columns.•Traditional uniaxial shear design for biaxial loading might be unconservative if shear…”
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Use of convolutional networks in the conceptual structural design of shear wall buildings layout by Pizarro, Pablo N., Massone, Leonardo M., Rojas, Fabián R., Ruiz, Rafael O.

“…•Existing architectural and engineering plans are used to define a convolution model.•Appropriate initial prediction of wall layout can accelerate the design…”
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General solution for shear strength estimate of RC elements based on panel response by Massone, Leonardo M., Melo, Francisco

“…•Panel model can represent the average response of 4 structural systems.•Simple closed-form model for shear strength estimation.•Non iterative model that uses…”
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Diagonal tension performance of concrete panels reinforced with hooked end steel fibers by Carrillo, Julian, Murcia-Delso, Juan, Massone, Leonardo M.

“…•Shear behavior of concrete panels reinforced with hooked end steel fibers is assessed.•Post-cracking shear resistance and toughness of panels increased with…”
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Experimental and numerical cyclic response of RC walls with openings by Massone, Leonardo M., Muñoz, Gonzalo, Rojas, Fabián

“…•Walls with opening present less displacement capacity.•Limit compressive strain can provide safe design of walls with openings.•Flexural model can predict…”
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Formulation of an efficient shear-flexure interaction model for planar reinforced concrete walls by Massone, Leonardo M., López, Carlos N., Kolozvari, Kristijan

“…•Shear-flexure interaction captures more accurately the response of slender and squat walls.•Calibration of horizontal expansion improves the response of squat…”
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Validation of an efficient shear-flexure interaction model for planar reinforced concrete walls by López, Carlos N., Massone, Leonardo M., Kolozvari, Kristijan

“…•E-SFI captures accurately the response of slender and squat walls.•Global and local responses are well estimated.•The model captures the impact of different…”
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An automatic method for atom identification in scanning tunnelling microscopy images of Fe‐chalcogenide superconductors by PERASSO, A., TORACI, C., MASSONE, A.M., PIANA, M., GERBI, A., BUZIO, R., KAWALE, S., BELLINGERI, E., FERDEGHINI, C.

“…Summary We describe a computational approach for the automatic recognition and classification of atomic species in scanning tunnelling microscopy images. The…”
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Analytical model for shear strength estimation of reinforced concrete beam-column joints by Massone, Leonardo M., Orrego, Gonzalo N.

“…•Panel model can represent the average response of beam-column joints.•Simple material models can predict shear strength in joints.•Good correlation is…”
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