Simplified dynamic response analysis of a railway bridge considering soil-structure interaction

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Autoren

  • Christoph Adam
  • Benjamin Hirzinger

Externe Organisationen

  • Universität Innsbruck
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Titel des SammelwerksEURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings
Herausgeber/-innenManolis Papadrakakis, Michalis Fragiadakis, Costas Papadimitriou
Seiten2585-2593
Seitenumfang9
ISBN (elektronisch)9786188507210
PublikationsstatusVeröffentlicht - 2020
Extern publiziertJa
VeranstaltungXI International Conference on Structural Dynamics - online, Virtual, Athens, Griechenland
Dauer: 23 Nov. 202026 Nov. 2020
Konferenznummer: 11
https://generalconferencefiles.s3-eu-west-1.amazonaws.com/eurodyn_2020_ebook_procedings_vol2.pdf

Publikationsreihe

NameProceedings of the International Conference on Structural Dynamic , EURODYN
Band2
ISSN (Print)2311-9020

Abstract

Based on a simple mechanical model, the dynamic response of a railway bridge crossed by a high-speed train is analyzed. The bridge structure is represented by an Euler-Bernoulli beam resting at both ends on spring-damper elements, which model the viscoelastic flexibility of the soil below the bridge foundations. The train is simplified by its axle loads, which cross the beam at constant speed. The influence of the train on the structure during the approach phase and after departure is considered. In an application example the effect of the train speed, the subsoil conditions and the type of train on the peak acceleration of a ballasted bridge is studied.

ASJC Scopus Sachgebiete

Zitieren

Simplified dynamic response analysis of a railway bridge considering soil-structure interaction. / Adam, Christoph; Hirzinger, Benjamin.
EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings. Hrsg. / Manolis Papadrakakis; Michalis Fragiadakis; Costas Papadimitriou. 2020. S. 2585-2593 (Proceedings of the International Conference on Structural Dynamic , EURODYN; Band 2).

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Adam, C & Hirzinger, B 2020, Simplified dynamic response analysis of a railway bridge considering soil-structure interaction. in M Papadrakakis, M Fragiadakis & C Papadimitriou (Hrsg.), EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings. Proceedings of the International Conference on Structural Dynamic , EURODYN, Bd. 2, S. 2585-2593, XI International Conference on Structural Dynamics, Virtual, Athens, Griechenland, 23 Nov. 2020.
Adam, C., & Hirzinger, B. (2020). Simplified dynamic response analysis of a railway bridge considering soil-structure interaction. In M. Papadrakakis, M. Fragiadakis, & C. Papadimitriou (Hrsg.), EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings (S. 2585-2593). (Proceedings of the International Conference on Structural Dynamic , EURODYN; Band 2).
Adam C, Hirzinger B. Simplified dynamic response analysis of a railway bridge considering soil-structure interaction. in Papadrakakis M, Fragiadakis M, Papadimitriou C, Hrsg., EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings. 2020. S. 2585-2593. (Proceedings of the International Conference on Structural Dynamic , EURODYN).
Adam, Christoph ; Hirzinger, Benjamin. / Simplified dynamic response analysis of a railway bridge considering soil-structure interaction. EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings. Hrsg. / Manolis Papadrakakis ; Michalis Fragiadakis ; Costas Papadimitriou. 2020. S. 2585-2593 (Proceedings of the International Conference on Structural Dynamic , EURODYN).
Download
@inproceedings{f959e39b732240729521ab738842aa9c,
title = "Simplified dynamic response analysis of a railway bridge considering soil-structure interaction",
abstract = "Based on a simple mechanical model, the dynamic response of a railway bridge crossed by a high-speed train is analyzed. The bridge structure is represented by an Euler-Bernoulli beam resting at both ends on spring-damper elements, which model the viscoelastic flexibility of the soil below the bridge foundations. The train is simplified by its axle loads, which cross the beam at constant speed. The influence of the train on the structure during the approach phase and after departure is considered. In an application example the effect of the train speed, the subsoil conditions and the type of train on the peak acceleration of a ballasted bridge is studied.",
keywords = "Approach, Bridge dynamics, Departure phase, Maximum bridge acceleration, Soil-structure interaction",
author = "Christoph Adam and Benjamin Hirzinger",
note = "Funding Information: The research of B. Hirzinger was partly supported by the Tyrolean Science Fund (project no DB-NR: 302222). ; 11th International Conference on Structural Dynamics, EURODYN 2020 ; Conference date: 23-11-2020 Through 26-11-2020",
year = "2020",
language = "English",
series = "Proceedings of the International Conference on Structural Dynamic , EURODYN",
pages = "2585--2593",
editor = "Manolis Papadrakakis and Michalis Fragiadakis and Costas Papadimitriou",
booktitle = "EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings",
url = "https://generalconferencefiles.s3-eu-west-1.amazonaws.com/eurodyn_2020_ebook_procedings_vol2.pdf",

}

Download

TY - GEN

T1 - Simplified dynamic response analysis of a railway bridge considering soil-structure interaction

AU - Adam, Christoph

AU - Hirzinger, Benjamin

N1 - Conference code: 11

PY - 2020

Y1 - 2020

N2 - Based on a simple mechanical model, the dynamic response of a railway bridge crossed by a high-speed train is analyzed. The bridge structure is represented by an Euler-Bernoulli beam resting at both ends on spring-damper elements, which model the viscoelastic flexibility of the soil below the bridge foundations. The train is simplified by its axle loads, which cross the beam at constant speed. The influence of the train on the structure during the approach phase and after departure is considered. In an application example the effect of the train speed, the subsoil conditions and the type of train on the peak acceleration of a ballasted bridge is studied.

AB - Based on a simple mechanical model, the dynamic response of a railway bridge crossed by a high-speed train is analyzed. The bridge structure is represented by an Euler-Bernoulli beam resting at both ends on spring-damper elements, which model the viscoelastic flexibility of the soil below the bridge foundations. The train is simplified by its axle loads, which cross the beam at constant speed. The influence of the train on the structure during the approach phase and after departure is considered. In an application example the effect of the train speed, the subsoil conditions and the type of train on the peak acceleration of a ballasted bridge is studied.

KW - Approach

KW - Bridge dynamics

KW - Departure phase

KW - Maximum bridge acceleration

KW - Soil-structure interaction

UR - http://www.scopus.com/inward/record.url?scp=85098704062&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:85098704062

T3 - Proceedings of the International Conference on Structural Dynamic , EURODYN

SP - 2585

EP - 2593

BT - EURODYN 2020 - 11th International Conference on Structural Dynamics, Proceedings

A2 - Papadrakakis, Manolis

A2 - Fragiadakis, Michalis

A2 - Papadimitriou, Costas

T2 - 11th International Conference on Structural Dynamics, EURODYN 2020

Y2 - 23 November 2020 through 26 November 2020

ER -