ANALYSIS ON RAILWAY INFRASTRUCTURE UTILIZATION PRIORITY FACTOR VARIATION ON TRACK ACCESS CHARGES (TAC)
نویسندگان
چکیده
منابع مشابه
Rail track costs management for efficient railway charges
j1 Francisco Calvo PhD Associate Professor, TRYSE Research Group, Department of Civil Engineering, University of Granada, ETSI Caminos, Granada, Spain j2 Juan de Oña PhD Associate Professor, TRYSE Research Group. Department of Civil Engineering, University of Granada, ETSI Caminos, Granada, Spain j3 Griselda López BEng Researcher, TRYSE Research Group. Department of Civil Engineering, Universit...
متن کاملInfluences of Railway Track Geometry Parameters on Ground-Borne Vibration
One of the most important challenges in the development of urban railways network is the effects of railway vibrations on human and adjacent structures. Although various investigations into the sources of railway vibrations have been conducted, very few research works have been reported on the influences of track geometry parameters on the level of vibrations. This is addressed in this resea...
متن کاملNoise Charges in Railway Infrastructure: A Pricing Schedule Based on the Marginal Cost Principle
In order to mitigate the negative effects of transportation and to achieve a competitive transport sector, infrastructure charges in the European Union should be based on short-run marginal costs. This paper shows that railway-noise charges can be estimated using already obtained knowledge of monetary and acoustical noise evaluation. Most European countries have standardized calculation methods...
متن کاملInvestigation of the Influences of Track Superstructure Parameters on Ballasted Railway Track Design
The main design criteria of ballasted railway tracks include rail deflections, rail bending stresses, rail wheel contact stresses, sleeper bending moments and ballast sleeper contact pressures. Numerous criteria have been defined for the design of ballasted railway tracks owing to the various mechanical properties of track components and their complex interaction. Therefore, railway track desig...
متن کاملDynamic Analysis of Railway track
In the present analysis, an infinite Euler– Bernoulli beam of constant cross-section resting on an elastic foundation is considered. The beam and foundation are assumed to be homogeneous and isotropic. The foundation is modeled using one parameter without damping. The beam is subjected to a constant point load moving with a constant speed along the beam. An effort has been made to find the solu...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of the Civil Engineering Forum
سال: 2017
ISSN: 2549-5925,2089-5631
DOI: 10.22146/jcef.26584