Observations of the behavior of the classic steel railway bridge structure

被引:0
|
作者
Anigacz, W. [1 ]
Beben, D. [1 ]
Kwiatkowski, J. [2 ]
机构
[1] Opole Univ Technol, Fac Civil Engn & Architecture, Opole, Poland
[2] JL Consulting Jacek Kwiatkowski, Opole, Poland
来源
BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, LIFE-CYCLE SUSTAINABILITY AND INNOVATIONS | 2021年
关键词
D O I
10.1201/9780429279119-122
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The authors' interest was to preserve the classic steel railway bridge structure on the Odra River in Opole (Poland) under service loads. The bridge was built in 1884. The current form of the bridge comes from the modernization in 1927-28. In the coming years, its further modernization is planned. Modernization is to adapt the facility to the requirements of modern railway transport. The author's team used a wide range of measurement techniques and geodetic instruments. Hybrid measurement techniques in the fusion sensors philosophy were the key activity in registering the behavior of structures. The major measurement technique used in subsequent sessions is terrestrial laser scanning (TLS) using Trimble scanner. Scanning measurements were verified by total station with an angular accuracy of 1" and accuracy of distance 1 mm. Additionally, flat photogrammetry and laser rangefinder (DISTO) were used. An attempt was made to register deflections of the bridge spans using scanning techniques, with so much significant slowdown of the traffic speed of trains that the scanner could cover the entire span during the passage of the trains. Based on wide experience from photogrammetric bridges measurements that complemented these measurement techniques, the accuracy obtained was compared. At the same time, the oversized number of the documented observations of the bridge's behavior is the background to the planned extensive modernization. The subsequent measurement cycles planned after it should give an interesting comparative material confronting the historical construction solutions of the 1920s with the proposals of modern design offices having an IT computing environment.
引用
收藏
页码:911 / 918
页数:8
相关论文
共 50 条
  • [1] EXPERIMENTAL STUDY ON FATIGUE BEHAVIOR OF WELDING IN-5°C FOR STEEL STRUCTURE OF RAILWAY BRIDGE
    Zhao, Xinxin
    Wang, Li
    Zhang, Yuling
    Liu, Xiaoguang
    Pan, Yongjie
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS I AND II, 2012, : 1407 - 1412
  • [2] Fatigue Crack Propagation Behavior of The Welded Steel of a Railway Bridge
    Miranda, R. M. C.
    Albuquerque, C.
    Richter-Trummer, V.
    de Figueiredo, M. A. V.
    Calcada, R.
    de Castro, P. M. S. T.
    ADVANCED MATERIALS FORUM VI, PTS 1 AND 2, 2013, 730-732 : 787 - +
  • [3] Dynamic responses of a steel railway bridge for the structure's condition assessment
    Budipriyanto, Agung
    Susanto, Tri
    CIVIL ENGINEERING INNOVATION FOR A SUSTAINABLE, 2015, 125 : 905 - 910
  • [4] Steel concrete composite railway bridge structure on Narmada River in India
    Dubey, RS
    COMPOSITE AND HYBRID STRUCTURES, VOLS 1 AND 2, 2000, : 197 - 204
  • [5] Assessment of Railway Steel Bridge Structures
    Bujnak, Jan
    Gocal, Jozef
    Hlinka, Richard
    BRIDGES IN DANUBE BASIN 2016 - NEW TRENDS IN BRIDGE ENGINEERING AND EFFICIENT SOLUTION FOR LARGE AND MEDIUM SPAN BRIDGES, 2016, 156 : 75 - 82
  • [6] Probabilistic Assessment of a Railway Steel Bridge
    Culek, B.
    Dolezel, V.
    Prochazka, P. P.
    ANALYSIS OF DISCONTINUOUS DEFORMATION: NEW DEVELOPMENTS AND APPLICATIONS, 2010, : 547 - 554
  • [7] Monitoring based fatigue safety verification of the riveted steel structure of a railway bridge
    Schiltz, Philippe
    Bruhwiler, Eugen
    BAUTECHNIK, 2021, 98 (10) : 785 - 792
  • [8] MECHANICAL BEHAVIOR OF NEW TYPE RAILWAY STEEL-CONCRETE COMPOSITE TRUSS BRIDGE
    Lin, Pengzhen
    KEY TECHNOLOGIES OF RAILWAY ENGINEERING - HIGH SPEED RAILWAY, HEAVY HAUL RAILWAY AND URBAN RAIL TRANSIT, 2010, : 939 - 942
  • [9] Rosanna 2 - Railway Bridge in Steel.
    Anon
    Stahlbau Rundschau, 1987, (69): : 30 - 31
  • [10] SYSTEM IDENTIFICATION OF A STEEL TRUSS RAILWAY BRIDGE
    Venglar, Michal
    Lamperova, Katarina
    Sokol, Milan
    Marton, Martin
    7TH INTERNATIONAL CONFERENCE INTEGRITY-RELIABILITY-FAILURE (IRF2020), 2020, : 175 - 176