Simultaneous Influence of the Track Axis Curvature and the Support Line Obliquity at Railway Bridge Superstructures with Steel Beams Embedded in Concrete

Nexus of the Load Bearing Capacity of Rails and the Stiffness of the Optimized Sleepers

Köllő, Szabolcs Attila
Köllő, Gavril
Puskás, Attila

December 2016

AbstractIn the railway track modernizations an important role is played by the connection between th...

Influence of track stiffness on track behaviour under vertical load

Puzavac, Leposava
Popović, Zdenka
Lazarević, Luka

January 2012

The analysis of track behaviour under vertical load is traditionally based on the presumption that t...

Evaluation of the Track Superstructure of Lithuanian Railway Lines Calculating Characteristics of Strength

Gailienė, Inesa
Podagėlis, Igoris

January 2008

Railway track is affected by rolling stock wheels, climatic factors, mostly temperature and fall, an...

Steel and Concrete Elasto-Plastic Models at Bridges with Steel Beams Embedded in Concrete

Marian Stănescu Răzvan

July 2018

For new railway bridges with short spans (L ≤ 35.00 m) superstructures with steel beams embedded in ...

LOAD DISTRIBUTION CAPACITY OF RAILWAY SUPERSTRUCTURE

Szépe , Ferenc

January 1991

Factors influencing the Ioad distribution capacity of railway superstructure on steel bri...

Importance of bending stiffness of different track forms

Rampat, Toshan, Chandr
Le Pen, Louis
Powrie, William
Harkness, John

January 2021

The most common form of railway track construction is still discrete sleepers on ballast. However ot...

Study on Short Span Deck Bridges with Encased Steel Beams

Odrobiňák, J.
Bujňák, J.
Žilka, J.

December 2012

AbstractA study focusing on optimization and efficiency of relatively common solution for small span...

Design and modelling of pre-cast steel-concrete composites for resilient railway track slabs

Mirza, Olivia (R13978)
Kaewunruen, Sakdirat
Kwok, Kenny C. S. (R14040)
Griffin, Dane

January 2016

Australian railway networks possess a large amount of aging timber components and need to replace th...

Resilience-based design of precast steel-concrete composites for railway track slabs

Kaewunruen, Sakdirat
Griffin, Dane
Mirza, Olivia (R13978)
Kwok, Kenny C. S. (R14040)

January 2015

The relatively high turnover of timber sleepers (crossties in a plain track), bearers (skeleton ties...

Interaction Between Superstructure and Substructure in Railways

Giannakos, Konstantinos

May 2010

The railway track superstructure undertakes the forces that develop during train movement and distri...

Interaction Phenomenon Between Train, Track and Bridge

Popović, Zdenka
Lazarević, Luka
Mićić, Milica
Mirković, Nikola

January 2018

The paper presents principle of track/bridge interaction in the case of temperature gradient, breaki...

Railway bridge response to passing trains : Measurements and FE model updating

Wiberg, Johan

January 2009

Today’s railway bridges are analysed in more detail for moving loads due to the increase in speeds a...

Suitability assessment of the traditional unified railway bridge girders for high-speed traffic

Leonid Diachenko
Andrey Benin

April 2020

The article deals with the parameters of high-speed trains effect on the unified simple-span girder ...

Climatic influences on the dynamics of railway bridges with steel girders embedded in concrete

Zabel, Volkmar (Dr.-Ing.)
Brehm, Maik
Bucher, Christian

August 2017

Climatic influences on the dynamics of railway bridges with steel girders embedded in concret

Vertical coupling effect of the ballasted track on the dynamic behavior of multitrack railway bridges composed by adjacent decks

Moliner, Emma
Romero Ordóñez, Antonio
Sánchez-Quesada, Juan Carlos
Martínez-Rodrigo, María D.
Galvín, Pedro

September 2020

Ponència presentada al XI International Conference on Structural Dynamics (Eurodyn 2020), del 23 al ...

Nexus of the Load Bearing Capacity of Rails and the Stiffness of the Optimized Sleepers

Köllő, Szabolcs Attila
Köllő, Gavril
Puskás, Attila

December 2016

AbstractIn the railway track modernizations an important role is played by the connection between th...

Influence of track stiffness on track behaviour under vertical load

Puzavac, Leposava
Popović, Zdenka
Lazarević, Luka

January 2012

The analysis of track behaviour under vertical load is traditionally based on the presumption that t...

Evaluation of the Track Superstructure of Lithuanian Railway Lines Calculating Characteristics of Strength

Gailienė, Inesa
Podagėlis, Igoris

January 2008

Railway track is affected by rolling stock wheels, climatic factors, mostly temperature and fall, an...

Steel and Concrete Elasto-Plastic Models at Bridges with Steel Beams Embedded in Concrete

Marian Stănescu Răzvan

July 2018

For new railway bridges with short spans (L ≤ 35.00 m) superstructures with steel beams embedded in ...

LOAD DISTRIBUTION CAPACITY OF RAILWAY SUPERSTRUCTURE

Szépe , Ferenc

January 1991

Factors influencing the Ioad distribution capacity of railway superstructure on steel bri...

Importance of bending stiffness of different track forms

Rampat, Toshan, Chandr
Le Pen, Louis
Powrie, William
Harkness, John

January 2021

The most common form of railway track construction is still discrete sleepers on ballast. However ot...

Study on Short Span Deck Bridges with Encased Steel Beams

Odrobiňák, J.
Bujňák, J.
Žilka, J.

December 2012

AbstractA study focusing on optimization and efficiency of relatively common solution for small span...

Design and modelling of pre-cast steel-concrete composites for resilient railway track slabs

Mirza, Olivia (R13978)
Kaewunruen, Sakdirat
Kwok, Kenny C. S. (R14040)
Griffin, Dane

January 2016

Australian railway networks possess a large amount of aging timber components and need to replace th...

Resilience-based design of precast steel-concrete composites for railway track slabs

Kaewunruen, Sakdirat
Griffin, Dane
Mirza, Olivia (R13978)
Kwok, Kenny C. S. (R14040)

January 2015

The relatively high turnover of timber sleepers (crossties in a plain track), bearers (skeleton ties...

Interaction Between Superstructure and Substructure in Railways

Giannakos, Konstantinos

May 2010

The railway track superstructure undertakes the forces that develop during train movement and distri...

Interaction Phenomenon Between Train, Track and Bridge

Popović, Zdenka
Lazarević, Luka
Mićić, Milica
Mirković, Nikola

January 2018

The paper presents principle of track/bridge interaction in the case of temperature gradient, breaki...

Railway bridge response to passing trains : Measurements and FE model updating

Wiberg, Johan

January 2009

Today’s railway bridges are analysed in more detail for moving loads due to the increase in speeds a...

Suitability assessment of the traditional unified railway bridge girders for high-speed traffic

Leonid Diachenko
Andrey Benin

April 2020

The article deals with the parameters of high-speed trains effect on the unified simple-span girder ...

Climatic influences on the dynamics of railway bridges with steel girders embedded in concrete

Zabel, Volkmar (Dr.-Ing.)
Brehm, Maik
Bucher, Christian

August 2017

Climatic influences on the dynamics of railway bridges with steel girders embedded in concret

Vertical coupling effect of the ballasted track on the dynamic behavior of multitrack railway bridges composed by adjacent decks

Moliner, Emma
Romero Ordóñez, Antonio
Sánchez-Quesada, Juan Carlos
Martínez-Rodrigo, María D.
Galvín, Pedro

September 2020

Ponència presentada al XI International Conference on Structural Dynamics (Eurodyn 2020), del 23 al ...

Nexus of the Load Bearing Capacity of Rails and the Stiffness of the Optimized Sleepers

Köllő, Szabolcs Attila
Köllő, Gavril
Puskás, Attila

December 2016

AbstractIn the railway track modernizations an important role is played by the connection between th...

Influence of track stiffness on track behaviour under vertical load

Puzavac, Leposava
Popović, Zdenka
Lazarević, Luka

January 2012

The analysis of track behaviour under vertical load is traditionally based on the presumption that t...

Evaluation of the Track Superstructure of Lithuanian Railway Lines Calculating Characteristics of Strength

Gailienė, Inesa
Podagėlis, Igoris

January 2008

Railway track is affected by rolling stock wheels, climatic factors, mostly temperature and fall, an...

Simultaneous Influence of the Track Axis Curvature and the Support Line Obliquity at Railway Bridge Superstructures with Steel Beams Embedded in Concrete

Abstract

Extracted data

Simultaneous Influence of the Track Axis Curvature and the Support Line Obliquity at Railway Bridge Superstructures with Steel Beams Embedded in Concrete

Abstract

Extracted data

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