1. bookVolumen 36 (2014): Edición 1 (March 2014)
Detalles de la revista
License
Formato
Revista
eISSN
2083-831X
ISSN
0137-6365
Primera edición
09 Nov 2012
Calendario de la edición
4 veces al año
Idiomas
Inglés
Acceso abierto

Numerical Simulation of Hysteretic Live Load Effect in a Soil-Steel Bridge

Publicado en línea: 13 Jun 2014
Volumen & Edición: Volumen 36 (2014) - Edición 1 (March 2014)
Páginas: 104 - 110
Detalles de la revista
License
Formato
Revista
eISSN
2083-831X
ISSN
0137-6365
Primera edición
09 Nov 2012
Calendario de la edición
4 veces al año
Idiomas
Inglés

[1] MACHELSKI C., Modelling of soil-steel bridge structures, (in Polish), DWE, Wrocław, 2008.Search in Google Scholar

[2] MACHELSKI C., ANTONISZYN G., MICHALSKI B., Live load effects on a soil-steel bridge founded on elastic supports, Studia Geotechnica et Mechanica, 2006, 28, 2-4, 65-82.Search in Google Scholar

[3] ANTONISZYN G., Is the road pavement structural element of the bridge?, Geoengineering: roads, bridges, tunnels, (in Polish), 2009, 3, 76-79.Search in Google Scholar

[4] JANUSZ L., MADAJ A., Engineering structures made form corrugated plates, (in Polish), WKiL, Warsaw, 2007.Search in Google Scholar

[5] ELSHIMI T.M., Three-dimensional Nonlinear Analysis of Deep-corrugated Steel Culverts, 2011.Search in Google Scholar

[6] KATONA M.G., A simple contact-friction interface element with applications to buried culverts, International Journal for Numerical and Analytical Methods in Geomechanics, 1983, 7, 371-384.10.1002/nag.1610070308Search in Google Scholar

[7] LOUGHEED A., Limit States Testing of a Buried Deep-Corrugated Large-Span Box Culvert, 2009.Search in Google Scholar

[8] MACDONALD L., Numerical modelling of vehicle loads on buried orthotropic steel shell structures, Diss., 2010.Search in Google Scholar

[9] MACHELSKI C., ANTONISZYN G., Influence of live loads on the soil-steel bridges, Studia Geotechnica et Mechanica, 2004, 26, 3-4, 91-119.Search in Google Scholar

[10] MADAJ A., STURZBECHER K., Changes in stress level in a corrugated steel structure under long-term loads, Archives of Institute of Civil Engineering. Poznan University of Technology, 2012, 175-184.Search in Google Scholar

[11] EL-SAWY K.M., Three-dimensional modeling of soil-steel culverts under the effect of truckloads, Thin-Walled Structures, 2003, 41, 8, 747-768.10.1016/S0263-8231(03)00022-3Search in Google Scholar

[12] KORUSIEWICZ L., KUNECKI B., Behaviour of the steel boxtype culvert during backfilling, Archives of Civil and Mechanical Engineering, 2011, 11, 3, 637-650.10.1016/S1644-9665(12)60106-XSearch in Google Scholar

[13] KUNECKI B., Full-scale test of corrugated steel culvert and FEM analysis with various static systems, Studia Geotechnica et Mechanica, 2006, 28, 2-4, 5-19.Search in Google Scholar

[14] KUNECKI B., KUBICA E., Full-scale laboratory tests and FEM analysis of corrugated steel culverts under standardized railway load, Archives of Civil and Mechanical Engineering, 2004, 4, 4, 41-53.Search in Google Scholar

[15] MACHELSKI C., MARCINOWSKI ., Numerical modelling of moving load effect in a soil-steel bridge, Archives of Institute of Civil Engineering, Poznań University of Technology, 2007, 155-165.Search in Google Scholar

[16] FLAC. Fast Lagrangian Analysis of Continua. User’s Guide. Itasca Consultig Group Inc. Minneapolis, 2001.Search in Google Scholar

[17] PN-81/B-03020 - Building soils. Foundation bases. Static calculation and design” (in Polish).Search in Google Scholar

[18] MACHELSKI C., Deformation of steel shells in soil-steel structures during backfilling, Geoengineering: roads, bridges, tunnels, (in Polish), 2010, 6, 24-30.Search in Google Scholar

[19] MICHALSKI J.B., MICHALSKI B., Characteristics of prestressing in soil-steel structures, (in Polish) Archives of Institute of Civil Engineering. Poznań University of Technology, 2010, 8, 215-244.Search in Google Scholar

Artículos recomendados de Trend MD

Planifique su conferencia remota con Sciendo