Monitoring traffic loads and dynamic effects using an instrumented railway bridge

Engineering Structures

Volumn 27, Issue 12 SPEC. ISS., 2005, Pages 1813-1819

  Karoumi, Raid ^a   Wiberg, Johan ^a   Liljencrantz, Axel ^a  

^a ROYAL INSTITUTE OF TECHNOLOGY   (Sweden)

Author keywords

Bridge; Dynamics; Monitoring; Railway; Traffic loads; Weigh in motion

Indexed keywords

ACCELEROMETERS; ALGORITHMS; COMPUTER SIMULATION; COST EFFECTIVENESS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; MONITORING; NATURAL FREQUENCIES; STRUCTURAL DESIGN; STRUCTURAL LOADS;

RAILWAY BRIDGE; TRAFFIC LOADS; WEIGH IN MOTION;

RAILROAD BRIDGES;

STRUCTURAL ANALYSIS;

EID: 23844511791     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.04.022     Document Type: Article

References (7)

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3. Enckell M, Karoumi R, Lanaro F. Monitoring of the New Årsta Railway Bridge using traditional and fibre optic sensors. In: SPIE's symposium on smart structures and materials, NDE for health monitoring & diagnostics. 2003
4. Quilligan M, Karoumi R, O'Brien EJ. Development and testing of a 2-dimensional multi-vehicle Bridge-WIM algorithm. In: Proceedings of the third international conference on weigh-in-motion. 2002
5. Quilligan M. Bridge weigh-in-motion, development of a 2-D multi-vehicle algorithm. Licentiate thesis. Stockholm: Royal Institute of Technology; 2003
6. Liljencrantz A, Karoumi R, Olofsson P. Implementation of bridge weigh-in-motion for railway traffic. In: Fourth international conference on weigh-in-motion. 2005
7. European Standard, Eurocode 1: Actions on structures-Part 2: Traffic loads on bridges. Final draft, prEN 1991-2