20, 3, 2021, 289-309
Estimation of the current structural reliability level of existing railway bridges and viaducts
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Olofsson J., Elfgren L., Bell B., Paulsson B., Niederleithinger E., Jensen J.S., Feltrin G., Täljsten B., Cremona C., Kiviluoma R., Bień J.: Assessment of European Railway Bridges for Future Traffic Demands and Longer Lives – EC Project “Sustainable Bridges”. Journal of Structure and Infrastructure Engineering, 1, 2, 2005, 93-100, DOI: 10.1080/15732470412331289396
Bujňák J., Gocál J., Hlinka R.: Assessment of Railway Steel Bridge Structures. Procedia Engineering, 156, 2016, 75-82, DOI: 10.1016/j.proeng.2016.08.270
Honfi D., Björnsson I., Ivanov O.L., Leander J.: Informed successive condition assessments in bridge maintenance. Journal of Civil Structural Health Monitoring, 10, 2020, 729-737, DOI: 10.1007/s13349-020-00415-2
Bień J., Gladysz-Bień M.: Multi-level Classification of Bridge Defects in Asset Management. Conference paper of IABSE Symposium 2019 Guimăres “Towards a Resilient Built Environment Risk and Asset Management”, 27-29 March 2019, Guimăres, Portugal, 1100-1107, DOI: 10.2749/guimaraes.2019.1100
Trochymiak W., Mossakowski P., Oleszek R.: Analiza nośności eksploatacyjnej kolejowego obiektu inżynieryjnego. Logistyka, 4, 2015, CD2, 6254-6263
Honfi D., Leander J., Björnsson I., Larsson Ivanov O.: A practical approach for supporting decisions in bridge condition assessment and monitoring. Proceedings of the 20th IABSE Congress “The Evolving Metropolis”, International Association for Bridge and Structural Engineering, 2019, 2137-2142
Casas J.R.: Updated inventory on condition assessment procedures for bridges. Sustainable Bridges, Background document SB3.2. Sixth Framework Programme, European Commission, 2007, 1-63, http://www.diva-portal.org/smash/get/diva2:1330651/ FULLTEXT01.pdf (06.06.2021)
Casas J.R., Karoumi R., Plos M., Cremona C.: Guideline for load and resistance assessment of existing European railway bridges., Sustainable Bridges, Sixth Framework Programme, European Commission, 2008, 1-428, https://www.diva-portal.org/smash/get/diva2:1328606/FULLTEXT01.pdf (06.06.2021)
DelGrego M.R., Culmo M.P., DeWolf J.T.: Performance Evaluation through Field Testing of Century-Old Railroad Truss Bridge. Journal of Bridge Engineering, 13, 2, 2008, DOI: 10.1061/(ASCE)1084-0702(2008)13:2(132)
Cremona C., Eichler B., Johansson B., Larrson T.: Improved Assessment Methods for Static and Fatigue Resistance of Old Metallic Railway Bridges. Journal of Bridge Engineering, 18, 11, 2013, DOI: 10.1061/(ASCE)BE.1943-5592.0000466
Zobel H., Zbiciak A., Oleszek R., Michalczyk R., Mossa- kowski P.: Numerical identification of the dynamic characteristics of a steel-concrete railway bridge. Roads and Bridges - Drogi i Mosty, 13, 3, 2014, 275-301, DOI: 10.7409/rabdim.014.018
Wichtowski B.: Load-carrying capacity of steel railway bridges of the second half of xix century - discussion. Roads and Bridges - Drogi i Mosty, 13, 3, 2014, 261-269, DOI: 10.7409/rabdim.014.017
Woodward R.J.: BRIME (Bridge Management in Europe), Final Report, March 2001, 1-227, https://trimis.ec.europa.eu/sites/default/files/project/documents/brimerep.pdf (06.07.2021)
Adey B., Bailey S., Das P., O’Brien E.J., González A., et al.: Procedures Required for the Assessment of Highway Structures, Numerical Techniques for Safety and Serviceability Assessment. Report of Working Groups 4 and 5. COST 345, European Cooperation in the Field of Scientific and Technical Research, Brussels, 2004, 1-121, http://hdl.handle.net/10197/9885 (15.06.2021)
Rakoczy A.M., Nowak A.S.: Reliability-Based Strength Limit State for Steel Railway Bridge. Structure and Infrastructure Engineering, 10, 9, 2013, 1248-1261, DOI: 10.1080/15732479.2013.807291
Casas J.R., Wisniewski D.: Safety requirements and probabilistic models of resistance in the assessment of existing railway bridges. Structure and Infrastructure Engineering, 9, 6, 2013, 529-545, DOI: 10.1080/15732479.2011.581673
Pozzi M., Zonta D., Wang W., Chen G.: A framework for evaluating the impact of structural health monitoring on bridge management. In: Bridge Maintenance, Safety, Management and Life-Cycle Optimization. Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management, CRC Press, Philadelphia, USA, 2010, 161-162
Ang A.H.S., Tang W.H.: Probability Concepts in Engineering, Emphasis on Application to Civil Engineering and Environmental Engineering. John Wiley & Sons Inc., 2006, USA, 432p
Ayyub B.M., McCuen R.H.: Probability, Statistics and Reliability for Engineers. CRC Press, 2016
Nowak A.S., Collins K.R.: Reliability of Structures, 2nd Edition. CRC Press, 2013, 407p
Ghosn M., Frangopol D., McAllister T., Shah M., Diniz S., Ellingwood B., Manuel L., Biondini F., Catbas N., Strauss A., Zhao Z.: Reliability-based structural performance indicators for structural members. Journal of Structural Engineering, 142, 9, 2016, online, DOI: 10.1061/(ASCE)ST.1943-541X.0001546
Wiśniewski D.F., Casas J.R., Ghosn M.: Codes for safety assessment of existing bridges - Current state and further development. Structural Engineering International, 22, 4, 2012, 552-561, DOI: 10.2749/101686612X13363929517857
Woodward R.J., et. al.: Deliverable D10 - Guidelines for assessing load carrying capacity. Bridge Management in Europe (BRIME) - IV FP of EC, Brussels, 2001, https://trimis.ec.europa.eu/sites/default/files/project/documents/brimerep.pdf (06.07.2021)
Denarié E., .Richardson M., Woodward R., Žnidarič A.: SAMARIS STRUCTURES, State of the art report on assessment of structures in selected EEA and CE countries - Deliverable D19, Sustainable and Advanced Materials for Road Infrastructures - V FP of EC, Brussels, 2006, http://samaris.zag.si/documents/sam_st_ot01.pps (06.07.2021)
Sustainable Bridges - SB9.2. Overall project guide. Assessment for Future Traffic Demands and Longer Lives. VI FP of EC, Brussels, 2007, http://www.diva-portal.se/smash/get/diva2: 1330524/FULLTEXT01.pdf, (15.06.2021)
Sustainable Bridges - SB-LRA. Guideline for load and resistance assessment of railway bridges. Advices on the use of advanced methods. VI FP of EC, Brussels, 2007, https://www.diva-portal.org/smash/get/diva2:1328606/FULLTEXT01.pdf (15.06.2021)
EU FP6 - ARCHES Deliverable D16: Recommendation on the use of soft, diagnostic and proof load testing. Assessment and Rehabilitation of Central European Highway Structures. Brussels, 2009, http://arches.fehrl.org/?m=7&id_directory=1658 (15.05.2021)
EU FP6 - ARCHES Deliverable D08: Recommendations on the use of results of monitoring on bridge safety assessment and maintenance. Assessment and Rehabilitation of Central European Highway Structures, Brussels, 2009,.https://researchrepository.ucd.ie/handle/10197/10134 (15.06.2021)
EU FP6 - ARCHES Deliverable D10: Recommendations on dynamic amplification allowance. Assessment and Rehabilitation of Central European Highway Structures, Brussels, 2009, http://arches.fehrl.org/?m=7&id_directory=1617 (15.06.2021)
IRS 70778-2: Recommendations for determining the carrying capacity and fatigue risks of existing metallic railway bridges. UIC - International Union of Railways, 2020
Vican J., Odrobinak J., Kotes P.: Determination of Load- -Carrying Capacity of Railway Steel and Concrete Composite Bridges. Key Engineering Materials, 691, 2016, 172-184, DOI: 10.4028/www.scientific.net/KEM.691.172
Pregnolato M.: Bridge safety is not for granted – A novel approach to bridge management. Engineering Structures, 196, 2019, 109193, DOI: 10.1016/j.engstruct.2019.05.035
ISO 13822:2010 Bases for design of structures – Assessment of existing structures
Schneider J.: Introduction to safety and reliability of structures. International Association for Bridge and Structural Engineering, series: Structural engineering documents, no. 5, Zurich, 1997, 138p, http://worldcat.org/isbn/3857480936 (15.06.2021)
Rücker W., Hille F., Rohrmann R.: Guideline for the Assessment of Existing Structures, F08a. SAMCO Final Report 2006, Berlin, Germany, http://www.samco.org/network/ download_area/ass_guide.pdf (15.06.2021)
Szeliga E.: Eurokod – Podstawy projektowania konstrukcji, Wszystko co chcielibyśmy wiedzieć ale boimy się zapytać - cz. I. Inżynier Budownictwa, 87, 9, 2011, 34-37
Rozporządzenie Komisji (UE) Nr 1299/2014 z dnia 18 listopada 2014 r. dotyczące technicznych specyfikacji interoperacyjności podsystemu „Infrastruktura” systemu kolei w Unii Europejskiej. Dziennik Urzędowy Unii Europejskiej, 12.12.2014
PN-EN 1990:2004. Eurocode: Podstawy projektowania konstrukcji
PN-EN 1991-2:2007 Eurocode 1: Oddziaływanie na konstrukcje. Część 2: Obciążenia ruchome mostów
PN-EN 15528:2015 Kolejnictwo – Klasyfikacja linii w odniesieniu do oddziaływań pomiędzy obciążeniami granicznymi pojazdów szynowych a infrastrukturą
Instrukcja utrzymania kolejowych obiektów inżynieryjnych na liniach kolejowych do prędkości 200/250 km/h. PKP PLK SA, 2014, 153p
Kotes P., Vican J.: Reliability levels and partial safety factors according to Eurocodes for evaluation of existing bridges. Procedia Engineering, 40, 2012, 211-216, DOI: 10.1016/j.proeng.2012.07.082
Rymsza J., Rakoczy A.M.: Guidelines for determining load and actions on historic railway bridges. Road and Bridges - Drogi i Mosty, 20, 3, 2021, 217-237, DOI: 10.7409/rabdim.021.013
Czarnecki A.A., Nowak A.S.: Reliability-based evaluation of steel girder bridges. Bridge Engineering, 160, 1, 2007, 9-15, DOI: 10.1680/bren.2007.160.1.9
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