Construction and calculation of railway bridges are significantly determined by the interaction track/bridge

被引：11
|
作者：
Freystein, Hartmut
Geissler, Karsten
机构：
[1] Leiter der Außenstelle Berlin, Eisenbahn-Bundesamt, Steglitzer Damm 117
[2] Technische Universität Berlin, Fachgebiet Entwerfen und Konstruieren - Stahlbau, Sekretariat TIB1-B1, Gustav-Meyer-Allee 25
来源：
STAHLBAU | 2013年 / 82卷 / 02期
关键词：
D O I：
10.1002/stab.201310021
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Construction and calculation of railway bridges are significantly determined by the interaction track/bridge. The actual regulations contain specifications to limit the rail stresses and the scope of the simplified calculation method. This method can only be used for specific conditions of bridge and track. Thus it is not determined to which extend the simplified calculation method is transferable to rail 54 E4 and lighter sleepers which are frequently used on main lines. At a first step the studies concerning the permissible additional rail stresses are examined. Furthermore the article gives an overview to the results of calculations of executed steel bridges with lengths from 70 to 104m and a prospect to the future update of the regulations concerning the rail stresses and the scope of the simplified calculation method due to interaction rail/bridge.
引用
收藏
页码：78 / 86
页数：9
相关论文
共 50 条
  • [1] RAILWAY BRIDGES ON INTEROPERABLE LINES - ASPECT OF TRACK/BRIDGE INTERACTION
    Mirkovic, Nikola
    Popovic, Zdenka
    Lazarevic, Luka
    Vilotijevic, Milica
    Milosavljevic, Aleksandra
    GRADEVNSKI MATERIJIALI I KONSTRUKCIJE-BUILDING MATERIALS AND STRUCTURES, 2018, 61 (02): : 19 - 34
  • [2] Experimental analysis of longitudinal and lateral track-bridge interaction of the ballasted track in railway bridges
    Stollwitzer, Andreas
    Bettinelli, Lara
    Fink, Josef
    EUROPEAN ASSOCIATION ON QUALITY CONTROL OF BRIDGES AND STRUCTURES, EUROSTRUCT 2023, VOL 6, ISS 5, 2023, : 430 - 439
  • [3] EVALUATION OF SEISMIC BEHAVIOUR OF RAILWAY BRIDGES CONSIDERING TRACK-BRIDGE INTERACTION
    Dehghani, Ehsan
    Zadeh, Maryam Najafi
    Nabizadeh, Azam
    ROADS AND BRIDGES-DROGI I MOSTY, 2019, 18 (01): : 51 - 66
  • [4] Power cars and vehicle-bridge-interaction in the dynamic calculation of railway bridges
    Glatz, Bernhard
    Bettinelli, Lara
    Fink, Josef
    BAUTECHNIK, 2020, 97 (07) : 453 - 461
  • [5] Vehicle-Track-Bridge Interaction Modeling and Validation for Short Span Railway Bridges
    Rakoczy, Anna M.
    Shu, Xinggao
    Otter, Duane
    TRANSPORTATION RESEARCH RECORD, 2017, (2642) : 127 - 138
  • [6] Limit Value of Creep Camber in Railway Bridges Considering Track-bridge Interaction
    Yan Y.
    Wu D.
    Li Q.
    Tongji Daxue Xuebao/Journal of Tongji University, 2019, 47 (12): : 1712 - 1719
  • [7] The longitudinal track-bridge interaction of ballasted track in railway bridges: Experimental determination of dynamic stiffness and damping characteristics
    Stollwitzer, Andreas
    Bettinelli, Lara
    Fink, Josef
    ENGINEERING STRUCTURES, 2023, 274
  • [8] Track-structure interaction in railway bridges. Step-by-step calculation algorithms
    Sanguine, Manuel Cuadrado
    Requejo, Pedro González
    Revista de Obras Publicas, 2009, 156 (3499): : 39 - 48
  • [9] Investigation of track-bridge interaction in railway cable-stayed bridges under train braking
    Yan, Y. H.
    Wu, D. J.
    Li, Q.
    O'Connor, A.
    Nogal, M.
    ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS, 2019, : 1799 - 1804
  • [10] New considerations on track-structure interaction in railway bridges
    Gonzalez Requejo, P.
    Cuadrado Sanguino, M.
    Losa Baur, D.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE-CYCLE OPTIMIZATION, 2010, : 2092 - 2097
12345