P. Museros

发表

Learning Structural Analysis with K'NEX and SAP2000: A Practical Experience in Spain

Manuel L. Romero, P. Museros, 2000 .

Mejora del comportamiento dinámico de puentes de ferrocarril mediante reaccionamiento con amortiguadores fluido-viscosos

P. Museros, María Dolores Martínez Rodrigo, J. Lavado, 2012 .

Vibration control of simply supported beams under moving loads using fluid viscous dampers

M. D. Martínez-Rodrigo, P. Museros, 2007 .

Advances in the analysis of short span railway bridges for high-speed lines

Enrique Alarcón, P. Museros, Manuel L. Romero, 2002 .

Optimal design of passive viscous dampers for controlling the resonant response of orthotropic plates under high-speed moving loads

M. D. Martínez-Rodrigo, P. Museros, 2011 .

Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed

M. D. Martínez-Rodrigo, P. Museros, E. Moliner, 2017 .

INFLUENCE OF THE SECOND BENDING MODE ON THE RESPONSE OF HIGH-SPEED BRIDGES AT RESONANCE

P. Museros, E. Alarcón, 2005 .

Transverse vibrations in existing railway bridges under resonant conditions: Single-track versus double-track configurations

M. D. Martínez-Rodrigo, P. Museros, J. Lavado, 2010 .

Parallel Krylov methods for the resolution of nonlinear structural problems

Manuel L. Romero, P. Museros, J. I. Aliaga, 2000 .

Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers

M. D. Martínez-Rodrigo, P. Museros, J. Lavado, 2010 .

New Advances in Parallel Computing for Structural Engineering Applied to Small and Medium Size Enterprises (SMEs)

Manuel L. Romero, P. Museros, Jose I. Aliaga, 2000 .

Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers

M. D. Martínez-Rodrigo, P. Museros, E. Moliner, 2012 .

Structural Analysis Education through Model Experiments and Computer Simulation

Manuel L. Romero, P. Museros, 2002 .

Free vibrations of simply-supported beam bridges under moving loads: Maximum resonance, cancellation and resonant vertical acceleration

E. Moliner, M. D. Martínez-Rodrigo, P. Museros, 2013 .

Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic

M. D. Martínez-Rodrigo, P. Museros, A. Doménech, 2014 .

Comments on “Vibration of simply supported beams under a single moving load: A detailed study of cancellation phenomenon” by C.P. Sudheesh Kumar, C. Sujatha, K. Shankar [Int. J. Mech. Sci. 99 (2015) 40–47, doi: 10.1016/j.ijmecsci.2015.05.001]

P. Museros, E. Moliner, E. Moliner, 2017 .

Evaluation of Transverse Impact Factors in Twin-Box Girder Bridges for High-Speed Railways

P. Museros, Emma Moliner, José Lavado, 2016 .

An investigation on the importance of train-bridge interaction at resonance

P. Museros, E. Alarcón, 2002 .

Vibrations of short span railway bridges for high speed lines

P. Museros, Manuel L. Romero, A. Poy, 2000 .

Semi-analytic solution in the time domain for non-uniform multi-span Bernoulli–Euler beams traversed by moving loads

P. Museros, Alejandro E. Martínez-Castro, A. E. Martínez-Castro, 2006 .