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期刊


ISSN1555-1415
刊名Journal of Computational and Nonlinear Dynamics
参考译名计算和非线性动力学杂志
收藏年代2006～2024



全部

2006 2007 2008 2009 2010 2011
2012 2013 2014 2015 2016 2017
2018 2019 2020 2021 2022 2023
2024

2012, vol.7, no.1 2012, vol.7, no.2 2012, vol.7, no.3 2012, vol.7, no.4

题名作者出版年年卷期
Influence of Track Irregularities in the Catenary-Pantograph Dynamic InteractionA. Carnicero; J. R. Jimenez-Octavio; C. Sanchez-Rebollo; A. Ramos; M. Such20122012, vol.7, no.4
Nonlinear Train-Bridge Lateral Interaction Using a Simplified Wheel-Rail Contact Method Within a Finite Element FrameworkPablo Antolin; Jose M. Goicolea; Javier Oliva; Miguel A. Astiz20122012, vol.7, no.4
Numerical and Hardware-in-the-Loop Tools for the Design of Very High Speed Pantograph-Catenary SystemsStefano Bruni; Giuseppe Bucca; Andrea Collina; Alan Facchinetti20122012, vol.7, no.4
Numerical Procedure for Dynamic Simulation of Two-Point Wheel/Rail Contact and Flange Climb Derailment of Railroad VehiclesShunpei Yamashita; Hiroyuki Sugiyama20122012, vol.7, no.4
Design, Simulation, and Testing of Energy Harvesters With Magnetic Suspensions for the Generation of Electricity From Freight Train VibrationsGiorgio De Pasquale; Aurelio Soma; Nicolo Zampieri20122012, vol.7, no.4
A Discrete Element Approach to Model Breakable Railway BallastChristian Ergenzinger; Robert Seifried; Peter Eberhard20122012, vol.7, no.4
Description of Methods for the Eigenvalue Analysis of Railroad Vehicles Including Track FlexibilityJose L. Escalona; Rosario Chamorro; Antonio M. Recuero20122012, vol.7, no.4
Multiple Pantograph Interaction With Catenaries in High-Speed TrainsJoao Pombo; Jorge Ambrosio20122012, vol.7, no.4
Use of Finite Element and Finite Segment Methods in Modeling Rail Flexibility: A Comparative StudyMartin B. Hamper; Antonio M. Recuero; Jose L. Escalona; Ahmed A. Shabana20122012, vol.7, no.4
Estimation of Dynamic Contact Force Between a Pantograph and Catenary Using the Finite Element MethodSung Pil Jung; Young Guk Kim; Jin Sung Paik; Tae Won Park20122012, vol.7, no.4
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