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المؤلفPinto, Alexandre
المؤلفCosta, Pedro Alves
المؤلفColaço, Aires
المؤلفLopes, Patrícia
المؤلفHussein, Mohammed
تاريخ الإتاحة2020-08-25T10:28:20Z
تاريخ النشر2017
اسم المنشورCOMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
المصدرScopus
معرّف المصادر الموحدhttp://dx.doi.org/10.7712/120117.5542.17483
معرّف المصادر الموحدhttp://hdl.handle.net/10576/15769
الملخصModern cities require efficient mass transportation systems like subway and railway networks. Due to the lack of available space and also due to environmental concerns, it is usually preferable to use the underground space to construct such kind of infrastructures. In this context, several railway lines run in trench cross-sections in urbanized regions. This option permits to save space, allowing reducing the distance between railway lines and existing buildings. Due to that reduced distance, nearby buildings are exposed to relevant levels of vibrations that can annoys their inhabitants. In the present paper a numerical investigation about the dynamic aspects related with wave propagation due to railway traffic in trench cross-sections is presented. For that purpose, a 2.5D FEM-PML formulation is adopted for the simulation of the main system (track-retaining structure-ground), while the rolling stock is simulated by a multi-body approach. A reference scenario is previously presented, being followed by a parametric study where the influence of the geotechnical properties of the ground was analyzed.
راعي المشروعThis work was financially supported by: Project POCI-01-0145-FEDER-007457 - CONSTRUCT - Institute of R&D in Structures and Construction funded by FEDER funds through COMPETE2020 - Programa Operacional Competitividade e Internacionaliza??o (POCI) - and by national funds through FCT - Fundacao para a Ciencia e a Tecnologia: Project PTDC/ECM-COM/1364/2014 and Individual Grant SFRH/BD/101044/2014.
اللغةen
الناشرNational Technical University of Athens
الموضوع2.5D FEM-PML
Ground-borne vibrations
Numerical study
Railway engineering
Trench-cross section
العنوانGround-borne vibrations due to railway traffic in urbanized areas: A numerical study about traffic in trench cross-sections
النوعConference Paper
الصفحات1982-1993
رقم المجلد1
dc.accessType Open Access


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