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J. Bujnak and R. Hlink

Faculty of Civil Engineering, University of Zilina, Slovakia

doi:10.4203/ccp.110.132

J. Bujnak, R. Hlink, "Assessment of Existing Steel Bridge Structures", in J. Pombo, (Editor), "Proceedings of the Third International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 132, 2016. doi:10.4203/ccp.110.132

Keywords: inspections, structural imperfection, load carrying capacity.

Summary

The assessment of the reliability of an existing structure provides the evidence that it will function safely over a specified residual service life and should be a continuous activity to ensure the security of the public. The present practice is illustrated in the paper by case studies on existing bridges in use. Procedures for service-load-level analyses are given to estimate the residual service life.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 110 PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo Paper 132 Assessment of Existing Steel Bridge Structures J. Bujnak and R. Hlink Faculty of Civil Engineering, University of Zilina, Slovakia doi:10.4203/ccp.110.132 purchase the full-text of this paper Full Bibliographic Reference for this paper J. Bujnak, R. Hlink, "Assessment of Existing Steel Bridge Structures", in J. Pombo, (Editor), "Proceedings of the Third International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 132, 2016. doi:10.4203/ccp.110.132 Keywords: inspections, structural imperfection, load carrying capacity. Summary The assessment of the reliability of an existing structure provides the evidence that it will function safely over a specified residual service life and should be a continuous activity to ensure the security of the public. The present practice is illustrated in the paper by case studies on existing bridges in use. Procedures for service-load-level analyses are given to estimate the residual service life. purchase the full-text of this paper (price £22) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £85 +P&P)
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