Mariano Cacho-Perez (0000-0003-4535-1616)

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After his MSc in 1997 in Mechanical Engineering by the University of Valladolid, Spain, Dr. M. Cacho-Pérez began as an assistant lecturer, teaching Strength of Materials and Structures in the same University. He completed his PhD Thesis in 2010 in numerical methods for plasticity, stability and vibration behaviour 2D steel frames, and obtained the position of Lecturer in 2018.
His research interest is in non-linear modelling and simulation using numerical techniques (Boundary and Finite Element Method), limit behaviour for beam and plate structures, including plasticity and damage and more recently, structural dynamics, monitoring and structural control using mitigation devices. One PhD Thesis have been performed under his supervision: methodologies for the estimation of modal parameters in footbridges in 2017.
As result of his scientific activities, he is author of more than 20 indexed journal papers and more than 17 international conference papers.
Since 2011 he has focused on the analysis of vibrations of slender structures and mitigation devices. He has participated in several projects related to vibration mitigation strategies, oscillations in slender civil structures such as pedestrian bridges. An original application (patented) for adaptive passive devices have been proposed.

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University of Valladolid: Valladolid, ES

1997-10-01 to present | Lecturer

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Mariano Cacho-Perez

https://orcid.org/0000-0003-4535-1616

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Employment (1)

University of Valladolid: Valladolid, ES

Education and qualifications (1)

University of Valladolid: Valladolid, ES

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(DAS)2

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VIBRASTRUNET

DYFLOFOSA

Works (50 of 54)

Dynamic system identification by the frequency response matrix

Limit analysis of planar steel frames, in-element plastic-hinge for uniformly distributed loads

Limit analysis of planar steel frames with variable section type and arbitrary loads

Sequential Plastic Method for 2D frames limit analysis

Modelado numérico de sistemas sólidos. Breve introducción

Plastic calculation of slender beam frames systematic method based on mechanism theory

A new procedure based on time domain indicators for optimal TMD tuning on footbridges

Ubicación óptima de un TMD en una pasarela peatonal, 4th International Conference on Mechanical Models in Structural Engineering

A new procedure based on time domain indicators for optimal TMD tuning on footbridges

Walking Model to Simulate Interaction Effects between Pedestrians and Lively Structures

2D frames optimization. Criterion: maximum stability

Proposal and comparison of different optimal tuning criteria for TMDs

TMD adjustable en frecuencia aportando rigidez positiva o negativa mediante imanes permanentes

Utilidad de las herramientas de comunicación para la evaluación

Simulation of the response of a lively footbridge under pedestrian loading with two tuned mass dampers for its two first modes (2.1Hz and 2.5Hz)

Learning by Doing on Computational Fluid Dynamics

Practical Learning on Computational Fluid Dynamics at Undergraduate Level

Serviceability conditions of pedestrian structures using a simplified moving mass model

Static, modal and dynamic behaviour of a stress ribbon footbridge: Experimental and computational results

Finite element model updating of a lively footbridge

2D-Frames Stability and Limit Analysis

Limit analysis of frames based on Navier-Bernoulli beam model with local plasticity, damage and hardening

Model of Human Rhythmic Activities on Structures

Simplified Mechanical Model for a Stress-Ribbon Monitorized Footbridge. Analytical and Experimental Results

Simplified Mechanical Model for Human-Structure Interaction Turing Walking along a Slender Structure

Vibration Monitoring of a Steel-Plated Stress-Ribbon Footbrige: Effects of Environmental and Operational Factors on Modal Properties

Exact formulation for the instability problem of frames and its direct numerical solution

A nonlinear model for the elastoplastic analysis of 2D frames acoustic for damage

Model for elastoplastic analysis of 2D frames including hardening and damage

Global optimization of 2D frames with variable cross-section beams

Numerical techniques for failure analysis of two-dimensional-frames, including stability and vibration behaviour

STRAIGHT METHOD FOR CRITICAL BUCKLING LOAD OF FRAMES. PART II

Change in the Modal Properties of Frames under Increasing Gravitational Loads until Collapse

Method to determine in a simple way the critical load, considers possibility of variable cross-section under any type of load (including thermal loading)

STRAIGHT METHOD FOR CRITICAL BUCKLING LOAD OF FRAMES. PART I

Pandeo global de estructuras de barras 2D mediante cálculo matricial no lineal

Pandeo global de estructuras de barras 2D mediante cálculo matricial no lineal

Un modelo monodimensional para el análisis de barras de pared delgada de material compuesto

El diseño distribuido utilizando Internet. Opción de futuro.

Treating the Geometry of a Floating Caisson to Obtain a Structured Mesh in GID

Justificación y Posibles Aplicaciones de la Técnica de Colocación Exterior en el M.E.C.

Posibles Aplicaciones de la Técnica de Colocación Exterior en el M.E.C.

A new procedure based on time domain indicators for optimal TMD tuning on footbridges

Buckling of 3D beam structures with wide-flange section type

Design and analysis of an industrial steel building. Limit states, stability check

Dispositivo de abatimiento del mástil de sujeción de aerogeneradores para edificios

Dispositivo para mitigación de oscilaciones

Estimation of modal masses for an in-service structure by transformation in the state space

Estimation of modal parameters of civil structures from frequency response function

Local buckling of beam structures with double-T type sections

Peer review (21 reviews for 2 publications/grants)