Mariano
Cacho Perez
![Foto de Mariano](/img/nophoto.png)
![Foto de Universidad de Valladolid](/img/noimage_org.png)
Universidad de Valladolid
Valladolid, EspañaPublicaciones en colaboración con investigadores/as de Universidad de Valladolid (16)
2024
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Limit analysis of planar steel frames with variable section type and arbitrary loads
International Journal of Non-Linear Mechanics, Vol. 162
2023
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Sequential Plastic Method for 2D frames limit analysis
Structures, Vol. 47, pp. 1680-1690
2021
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Plastic calculation of slender beam frames systematic method based on mechanism theory
Structures, Vol. 34, pp. 2840-2847
2017
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2D frames optimization. Criterion: maximum stability
Applied Mathematical Modelling, Vol. 46, pp. 591-601
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A new procedure based on time domain indicators for optimal TMD tuning on footbridges
Procedia Engineering
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Design and analysis of an industrial steel building. Limit states, stability check
Engineering Structures, Vol. 153, pp. 342-353
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Proposal and comparison of different optimal tuning criteria for TMDS
8th Conference on Smart Structures and Materials, SMART 2017 and 6th International Conference on Smart Materials and Nanotechnology in Engineering, SMN 2017
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Walking model to simulate interaction effects between pedestrians and lively structures
Journal of Engineering Mechanics, Vol. 143, Núm. 9
2016
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Learning by doing on computational fluid dynamics
American Society of Mechanical Engineers, Fluids Engineering Division (Publication) FEDSM
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Plastic analysis, stability, and natural frequency of two-dimensional frames of variable section beams
Journal of Engineering Mechanics, Vol. 142, Núm. 3
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Practical learning on computational fluid dynamics at undergraduate level
American Society of Mechanical Engineers, Fluids Engineering Division (Publication) FEDSM
2015
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Serviceability conditions of pedestrian structures using a simplified moving mass model
3RD INTERNATIONAL CONFERENCE ON MECHANICAL MODELS IN STRUCTURAL ENGINEERING (CMMOST 2015)
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Static, modal and dynamic behaviour of a stress ribbon footbridge: Experimental and computational results
3rd International Conference on Mechanical Models in Structural Engineering (CMMoST)
2014
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Exact statement of the instability problem for frames and its direct numerical solution
Mechanics of Solids, Vol. 49, Núm. 3, pp. 334-341
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Limit analysis of frames based on the Navier-Bernoulli beam model with local plasticity, damage, and hardening
Journal of Engineering Mechanics, Vol. 140, Núm. 10
2011
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A nonlinear model for the elastoplastic analysis of 2D frames accounting for damage
Journal of Theoretical and Applied Mechanics, Vol. 49, Núm. 2, pp. 515-529