Pablo Guindos
Pablo Guindos
Associate Professor, Civil Engineering, Pontifical Catholic University of Chile
Dirección de correo verificada de - Página principal
Citado por
Citado por
A three-dimensional wood material model to simulate the behavior of wood with any type of knot at the macro-scale
P Guindos, M Guaita
Wood science and technology 47 (3), 585-599, 2013
Heavy laminated timber frames with rigid three-dimensional beam-to-column connections
B Kasal, P Guindos, T Polocoser, A Heiduschke, S Urushadze, S Pospisil
Journal of performance of constructed facilities 28 (6), A4014014, 2014
Seismic protection technologies for timber structures: a review
D Ugalde, JL Almazán, H Santa María, P Guindos
European journal of wood and wood products 77 (2), 173-194, 2019
The analytical influence of all types of knots on bending
P Guindos, M Guaita
Wood Science and Technology 48 (3), 533-552, 2014
The utility of low-cost photogrammetry for stiffness analysis and finite-element validation of wood with knots in bending
P Guindos, J Ortiz
Biosystems engineering 114 (2), 86-96, 2013
Efficient nonlinear modeling of strong wood frame shear walls for mid-rise buildings
X Estrella, P Guindos, JL Almazán, S Malek
Engineering Structures 215, 110670, 2020
Ground motions for FEMA P-695 application in subduction zones
X Estrella, P Guindos, JL Almazán
Latin American Journal of Solids and Structures 16, 2019
Three-dimensional finite element models to simulate the behavior of wood with presence of knots, applying the flow-grain analogy and validation with close range photogrammetry
P Guindos
University of Santiago de Compostela, Department of Agroforestry Engineering, 2011
Cyclically Loaded Copper Slag Admixed Reinforced Concrete Beams with Cement Partially Replaced with Fly Ash
S Raju, J Rathinam, B Dharmar, S Rekha, S Avudaiappan, M Amran, ...
Materials 15 (9), 3101, 2022
CONCEPTOS AVANZADOS DEL DISEÑO ESTRUCTURAL CON MADERA. Parte II: CLT, Modelación Numérica, Diseño Anti-incendios y Ayudas al Cálculo
P Guindos
Ediciones UC ISBN: 978956142462, 2019
Method for the integral calculation of the fiber orientation and the fundamental material properties of softwood logs and lumber
P Guindos
Holzforschung 70 (10), 981-991, 2016
High-Performance Composite-Reinforced Earthquake Resistant Buildings with Self-Aligning Capabilities
B Kasal, T Polocoser, P Guindos, S Urushadze, S Pospisil, A Heiduschke, ...
Experimental Research in Earthquake Engineering, 359-372, 2015
Experimental and numerical characterization of the influence of a smoldering cellulosic substrate on a cigarette’s ignition propensity test
P Guindos, A Patel, T Kolb, P Meinlschmidt, F Schlüter, B Plinke
Fire technology 54 (3), 669-688, 2018
Numerical modeling of timber with knots: the progressively damaged lattice approach vs. the equivalent damaged continuum
P Guindos
Holzforschung 68 (5), 599-613, 2014
Experimental study of the effects of continuous rod hold-down anchorages on the cyclic response of wood frame shear walls
X Estrella, S Malek, JL Almazán, P Guindos, H Santa María
Engineering Structures 230, 111641, 2021
Numerical calculations of the influence of the slope of grain on the effect of knots
P Guindos, T Polocoser
European Journal of Wood and Wood Products 73 (2), 271-273, 2015
Seismic performance factors for timber buildings with woodframe shear walls
X Estrella, P Guindos, JL Almazán, S Malek, H Santa María, J Montaño, ...
Engineering Structures 248, 113185, 2021
Comparison of different failure approaches in knotty wood
P Guindos
Drewno: prace naukowe, doniesienia, komunikaty 57, 2014
Modelos de elementos finitos tridimensionales para similar el comportamiento de madera con presencia de nudos, empleando la analogía fluidofibra y validación con fotogrametría …
P Guindos
Universidad de Santiago de Compostela, 2011
Development of an amplified added stiffening and damping system for wood-frame shear walls.
J Montaño, R Maury, JL Almazán, X Estrella, P Guindos
Latin American Journal of Solids and Structures 17, 2020
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20