Load Test of Railway Viaduct Built Using Crosswise Launching Technology

被引:7
作者
Lazinski, Piotr [1 ]
Pradelok, Stefan [1 ]
机构
[1] Silesian Tech Univ, Mech & Bridges Dept, Akad 5, PL-44100 Gliwice, Poland
来源
WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM 2016, WMCAUS 2016 | 2016年 / 161卷
关键词
load test; railway bridge; modelling; crosswise launching technology;
D O I
10.1016/j.proeng.2016.08.684
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The railway viaduct WK-3 built using crosswise launching technology under the task Trasa Goma" in Lodz. Testing program was prepared in two stages due to the railway line closure for 68 hours. Due to it, rigidity of the load carrying structures could have been controlled at selected stages of the construction. Load tests made us evaluate theoretical computational model and confirm design capacity. (C) 2016 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:530 / 537
页数:8
相关论文
共 15 条
[1]  
[Anonymous], 2013, LOAD TEST PROJECT OF
[2]   MAINTENANCE AND RISK ASSESSMENT OF A CONCRETE FRAME BRIDGE IMPACTED BY MINING DEFORMATIONS OF THE AREA [J].
Betkowski, Piotr ;
Pradelok, Stefan ;
Lupiezowiec, Marian .
GEOCONFERENCE ON SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING, SGEM 2014, VOL III, 2014, :345-352
[3]  
Klikowicz P., 2013, 9TH CENTRAL EUROPEAN, P308
[4]   Advantages of radar interferometry for assessment of dynamic deformation of bridge [J].
Kuras, P. ;
Owerko, T. ;
Ortyl, L. ;
Kocierz, R. ;
Sukta, O. ;
Pradelok, S. .
BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, RESILIENCE AND SUSTAINABILITY, 2012, :885-891
[5]  
Lazinski P., 2008, 3 INT C FOOTBR 2008, P319
[6]  
Lazinski P., 2009, THESIS
[7]  
Lazinski P., 2011, 7 EUR C CONCR ENG BA, P353
[8]   FEM MODEL OF VIBRATION PROPAGATION IN THE SOIL CAUSED BY PREFABRICATED DRIVEN PILES [J].
Lupiezowiec, Marian ;
Pradelok, Stefan ;
Betkowski, Piotr ;
Poprawa, Grzegorz .
GEOCONFERENCE ON SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING, SGEM 2014, VOL II, 2014, :363-368
[9]  
Owerko T., 2012, P 6 INT C BRIDG MAIN, P181