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Volumn 8, Issue 8, 2012, Pages 747-764

Assessment procedure and rehabilitation criteria for the riveted railway Adige Bridge

Author keywords

high cycle fatigue; railway; rehabilitation; rivets; steel bridge

Indexed keywords

3D FINITE ELEMENT MODEL; ASSESSMENT PROCEDURE; EXISTING RAILWAY STEEL BRIDGES; HIGH-CYCLE FATIGUES; NORTHERN ITALY; RAILWAY; REMAINING FATIGUE LIFE; SAFE LIFE; STRUCTURAL ASSESSMENTS; STRUCTURE REPLACEMENT; TECHNICAL INSTRUCTIONS; TRAFFIC ESTIMATION; TRAFFIC PATTERN;

EID: 84859631235     PISSN: 15732479     EISSN: 17448980     Source Type: Journal    
DOI: 10.1080/15732479.2010.481674     Document Type: Article
Times cited : (49)

References (51)
  • 1
    • 49749088387 scopus 로고    scopus 로고
    • Design of prestressing tendons for strengthening steel truss bridges
    • Albrecht, P. and Lenwari, A. 2008. Design of prestressing tendons for strengthening steel truss bridges. Journal of Bridge Engineering, 13(5): 449-454.
    • (2008) Journal of Bridge Engineering , vol.13 , Issue.5 , pp. 449-454
    • Albrecht, P.1    Lenwari, A.2
  • 2
    • 67651046500 scopus 로고    scopus 로고
    • Variable-amplitude fatigue strength of structural steel bridge details: Review and simplified model
    • Albrecht, P. and Lenwari, A. 2009. Variable-amplitude fatigue strength of structural steel bridge details: Review and simplified model. Journal of Bridge Engineering, 14(4): 226-237.
    • (2009) Journal of Bridge Engineering , vol.14 , Issue.4 , pp. 226-237
    • Albrecht, P.1    Lenwari, A.2
  • 3
    • 0030286853 scopus 로고    scopus 로고
    • Remaining fatigue life of riveted railway bridges
    • Akesson, B. and Edlund, B. 1996. Remaining fatigue life of riveted railway bridges. Stahlbau, 65(11): 429-436.
    • (1996) Stahlbau , vol.65 , Issue.11 , pp. 429-436
    • Akesson, B.1    Edlund, B.2
  • 4
    • 0003959110 scopus 로고    scopus 로고
    • Thesis (Licentiate). Department of Structural Engineering, Chalmers University of Technology, Göteborg, Sweden
    • Al-Emrani, M. 2000. Two fatigue-related problems in riveted railway bridges Thesis (Licentiate). Department of Structural Engineering, Chalmers University of Technology, Göteborg, Sweden
    • (2000) Two fatigue-related problems in riveted railway bridges
    • Al-Emrani, M.1
  • 5
    • 14544291100 scopus 로고    scopus 로고
    • Fatigue performance of stringer-to-floor-beam connections in riveted railway bridges
    • Al-Emrani, M. 2005. Fatigue performance of stringer-to-floor-beam connections in riveted railway bridges. Journal of Bridge Engineering, 10(2): 179-185.
    • (2005) Journal of Bridge Engineering , vol.10 , Issue.2 , pp. 179-185
    • Al-Emrani, M.1
  • 6
    • 0001843885 scopus 로고
    • Committee on fatigue and fracture reliability of the committee on structural safety and reliability of the structural division. Fatigue reliability 1-4
    • ASCE
    • ASCE. 1982. Committee on fatigue and fracture reliability of the committee on structural safety and reliability of the structural division. Fatigue reliability 1-4. Journal of Structural Division. Proceedings of ASCE 1982, 108(ST1): 3-88.
    • (1982) Journal of Structural Division. Proceedings of ASCE 1982 , vol.108 , Issue.ST1 , pp. 3-88
  • 10
    • 56649091217 scopus 로고    scopus 로고
    • Assessment procedure and rehabilitation of riveted railway girders: The Campasso Bridge
    • Brencich, A. and Gambarotta, L. 2009. Assessment procedure and rehabilitation of riveted railway girders: The Campasso Bridge. Engineering Structures, 31(1): 224-239.
    • (2009) Engineering Structures , vol.31 , Issue.1 , pp. 224-239
    • Brencich, A.1    Gambarotta, L.2
  • 11
    • 79958809004 scopus 로고    scopus 로고
    • BRIME, Final Report D14. European research project under the EU 4th framework programme
    • BRIME. 2001. Bridge management in Europe Final Report D14. European research project under the EU 4th framework programme
    • (2001) Bridge management in Europe
  • 13
    • 0036861052 scopus 로고    scopus 로고
    • Non-linear analysis of the low-cycle fracture behavior of isolated Tee stub connections
    • Bursi, O. S., Ferrario, F. and Fontanari, V. 2002. Non-linear analysis of the low-cycle fracture behavior of isolated Tee stub connections. Computers and Structures, 80(27-30): 2333-2360.
    • (2002) Computers and Structures , vol.80 , Issue.27-30 , pp. 2333-2360
    • Bursi, O.S.1    Ferrario, F.2    Fontanari, V.3
  • 14
    • 25444510001 scopus 로고    scopus 로고
    • Strengthening metallic structures using externally bonded fibre-reinforced polymers (C595)
    • London: CIRIA
    • Cadei, J. M.C., Stratford, T. J., Hollaway, L. C. and Duckett, W. G. 2004. "Strengthening metallic structures using externally bonded fibre-reinforced polymers (C595)". In CIRIA Design Guide, London: CIRIA.
    • (2004) CIRIA Design Guide
    • Cadei, J.M.C.1    Stratford, T.J.2    Hollaway, L.C.3    Duckett, W.G.4
  • 16
    • 84859636626 scopus 로고    scopus 로고
    • Technical report. United States Department of Transportation - Federal Highway Administration (FHWA) - Paint and Corrosion Laboratory (PCL), Washington DC
    • Chong, S. L. 2004. Preventing corrosion in steel bridges Technical report. United States Department of Transportation - Federal Highway Administration (FHWA) - Paint and Corrosion Laboratory (PCL), Washington DC
    • (2004) Preventing corrosion in steel bridges
    • Chong, S.L.1
  • 18
    • 33947677425 scopus 로고    scopus 로고
    • EN 10025, Technical delivery conditions for flat products. ISBN 058044779 0. Committee Ref. ISE 12
    • EN 10025. 2004. Hot rolled products of non-alloy structural steels Technical delivery conditions for flat products. ISBN 058044779 0. Committee Ref. ISE 12
    • (2004) Hot rolled products of non-alloy structural steels
  • 23
    • 30844460778 scopus 로고    scopus 로고
    • Validated analysis and strengthening of a 19th century railway bridge
    • Ermopoulos, J. and Spyrakos, C. C. 2006. Validated analysis and strengthening of a 19th century railway bridge. Engineering Structures, 28(5April): 783-792.
    • (2006) Engineering Structures , vol.28 , Issue.5 April , pp. 783-792
    • Ermopoulos, J.1    Spyrakos, C.C.2
  • 26
    • 79953207980 scopus 로고    scopus 로고
    • GD Computing, Sydney: G+D Computing
    • G+D Computing. 2005. Straus7 User's Manual, Sydney: G+D Computing.
    • (2005) Straus7 User's Manual
  • 28
    • 84859644386 scopus 로고
    • Instruction 44/F, Technical code of Italian Railway Authority (in Italian)
    • Instruction 44/F. 1992. Verifica a Fatica dei Ponti Ferroviari Technical code of Italian Railway Authority (in Italian)
    • (1992) Verifica a Fatica dei Ponti Ferroviari
  • 33
    • 84859633452 scopus 로고
    • Discussion of fatigue strength of riveted bridge members (J.W. Fisher, B.T. Yen, D. Wang)
    • Kulak, G. L. 1992. Discussion of fatigue strength of riveted bridge members (J.W. Fisher, B.T. Yen, D. Wang). Journal of Structural Engineering, 116(11): 2968-2981.
    • (1992) Journal of Structural Engineering , vol.116 , Issue.11 , pp. 2968-2981
    • Kulak, G.L.1
  • 37
    • 33747141168 scopus 로고    scopus 로고
    • Fatigue test for a riveted steel railway bridge in Salzburg
    • Matar, E. B. and Greiner, R. 2006. Fatigue test for a riveted steel railway bridge in Salzburg. Structural Engineering International, 16(3): 252-260.
    • (2006) Structural Engineering International , vol.16 , Issue.3 , pp. 252-260
    • Matar, E.B.1    Greiner, R.2
  • 38
    • 85115243338 scopus 로고
    • Cumulative damage in fatigue
    • (Transactions of ASME, 67)
    • Miner, M. A. 1945. Cumulative damage in fatigue. Journal of Applied Mechanics, 12: A159-A164. (Transactions of ASME, 67)
    • (1945) Journal of Applied Mechanics , vol.12
    • Miner, M.A.1
  • 42
    • 84859644385 scopus 로고
    • ORE, Technical Document DT 176 (D 154), Statistische Auswertung von Ermüdungsversuchen an Nietverbindungen in Flussstahl, Utrecht, September 1986, Forschungs- und Versuchsamt des Internationalen Eisenbahnverbandes, Oudenoord 60, 3513 EV Utrecht, The Netherlands
    • ORE. 1986. Technical Document DT 176 (D 154), Statistische Auswertung von Ermüdungsversuchen an Nietverbindungen in Flussstahl, Utrecht, September 1986, Forschungs- und Versuchsamt des Internationalen Eisenbahnverbandes, Oudenoord 60, 3513 EV Utrecht, The Netherlands
    • (1986)
  • 44
    • 62249124029 scopus 로고    scopus 로고
    • FRP strengthening of steel and steel-concrete composite structures: an analytical approach
    • Pellegrino, C., Maiorana, E. and Modena, C. 2009. FRP strengthening of steel and steel-concrete composite structures: an analytical approach. Materials and Structures, 42(3): 353-363.
    • (2009) Materials and Structures , vol.42 , Issue.3 , pp. 353-363
    • Pellegrino, C.1    Maiorana, E.2    Modena, C.3
  • 48
    • 33845415291 scopus 로고    scopus 로고
    • Proposed design guidelines for strengthening of steel bridges with FRP materials
    • Schnerch, D., Dawood, M., Rizkalla, S. and Sumner, E. 2007. Proposed design guidelines for strengthening of steel bridges with FRP materials. Construction and Building Materials, 21: 1001-1010.
    • (2007) Construction and Building Materials , vol.21 , pp. 1001-1010
    • Schnerch, D.1    Dawood, M.2    Rizkalla, S.3    Sumner, E.4
  • 49
    • 84859650355 scopus 로고    scopus 로고
    • In: Sustainable Bridges, Sustainable Bridges, Bien J., Elfgren L., Olofsson J., editors Wroclaw: Dolnoslaskie Wydawnictwo Edukacyjne European research project under the EU 6th framework programme. Available from: [Accessed 11 May 2004]
    • Sustainable Bridges. 2007. Assessment for future traffic demands and longer lives, Edited by: Bien, J., Elfgren, L. and Olofsson, J. 490Wroclaw: Dolnoslaskie Wydawnictwo Edukacyjne. European research project under the EU 6th framework programme. Available from: www.sustainablebridges.net [Accessed 11 May 2004]
    • (2007) Assessment for future traffic demands and longer lives , pp. 490
  • 51
    • 34447096561 scopus 로고    scopus 로고
    • State-of-the-art review on FRP strengthened steel structures
    • Zhao, X. L. and Zheng, L. 2007. State-of-the-art review on FRP strengthened steel structures. Engineering Structures, 29: 1808-1923.
    • (2007) Engineering Structures , vol.29 , pp. 1808-1923
    • Zhao, X.L.1    Zheng, L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.