-
1
-
-
0001843885
-
Committee on fatigue and fracture reliability of the committee on structural safety and reliability of the structural division. Fatigue reliability 1-4
-
ST1, ASCE
-
ASCE Committee on fatigue and fracture reliability of the committee on structural safety and reliability of the structural division. Fatigue reliability 1-4. J Struct Div Proc ASCE 1982, 108(ST1):3-88.
-
(1982)
J Struct Div Proc ASCE
, vol.108
, pp. 3-88
-
-
-
2
-
-
0031105130
-
Fatigue reliability reassessment applications: state-of-the-art paper
-
Byers W.G., Marley M.J., Mohammadi J., Nielsen R.J., Sarkani S. Fatigue reliability reassessment applications: state-of-the-art paper. J Struct Eng 1997, 123(3):277-285.
-
(1997)
J Struct Eng
, vol.123
, Issue.3
, pp. 277-285
-
-
Byers, W.G.1
Marley, M.J.2
Mohammadi, J.3
Nielsen, R.J.4
Sarkani, S.5
-
3
-
-
0025434477
-
Reliability calibration of fatigue evaluation and design procedures
-
Raju S.K., Moses F., et al. Reliability calibration of fatigue evaluation and design procedures. J Struct Eng 1990, 116(5).
-
(1990)
J Struct Eng
, vol.116
, Issue.5
-
-
Raju, S.K.1
Moses, F.2
-
4
-
-
68749109254
-
High-cycle fatigue behavior of riveted connections for railway metal bridges
-
Pipinato A., Pellegrino C., Bursi O., Modena C. High-cycle fatigue behavior of riveted connections for railway metal bridges. J Construct Steel Res 2009, 65(12):2167-2175.
-
(2009)
J Construct Steel Res
, vol.65
, Issue.12
, pp. 2167-2175
-
-
Pipinato, A.1
Pellegrino, C.2
Bursi, O.3
Modena, C.4
-
5
-
-
84860389845
-
Fatigue tests on riveted steel elements taken from a railway bridge
-
Pipinato A., Molinari M., Pellegrino C., Bursi O., Modena C. Fatigue tests on riveted steel elements taken from a railway bridge. Struct Infrastruct Eng 2009, 10.1080/15732470903099776.
-
(2009)
Struct Infrastruct Eng
-
-
Pipinato, A.1
Molinari, M.2
Pellegrino, C.3
Bursi, O.4
Modena, C.5
-
6
-
-
84859631235
-
Assessment procedure and rehabilitation criteria for the riveted railway Adige bridge
-
Taylor & Francis, First published on: 16 July 2010 (iFirst)
-
Pipinato A., Pellegrino C., Modena C. Assessment procedure and rehabilitation criteria for the riveted railway Adige bridge. Structure and Infrastructure Engineering, Maintenance, Management, Life-Cycle Design & Performance 2010, Taylor & Francis, First published on: 16 July 2010 (iFirst). 10.1080/15732479.2010.481674.
-
(2010)
Structure and Infrastructure Engineering, Maintenance, Management, Life-Cycle Design & Performance
-
-
Pipinato, A.1
Pellegrino, C.2
Modena, C.3
-
7
-
-
78649443749
-
-
High cycle fatigue behaviour of historical metal rivet railway bridges. Ph.D. Thesis. Università degli Studi di Padova
-
Pipinato A. High cycle fatigue behaviour of historical metal rivet railway bridges. Ph.D. Thesis. Università degli Studi di Padova; 2008.
-
(2008)
-
-
Pipinato, A.1
-
8
-
-
0032026350
-
Study on the fatigue of steel highway bridges in Japan
-
Nishikawa K., Murakoshi J., Matsuki T. Study on the fatigue of steel highway bridges in Japan. Costruct Build Mater 1998, 12(2):133-141.
-
(1998)
Costruct Build Mater
, vol.12
, Issue.2
, pp. 133-141
-
-
Nishikawa, K.1
Murakoshi, J.2
Matsuki, T.3
-
9
-
-
0025664397
-
Probabilistic fracture mechanics application to highway bridges
-
Yazdani N., Albrecht P. Probabilistic fracture mechanics application to highway bridges. Eng Fract Mech 1990, 34:969-985.
-
(1990)
Eng Fract Mech
, vol.34
, pp. 969-985
-
-
Yazdani, N.1
Albrecht, P.2
-
10
-
-
0030104354
-
Bridge fatigue damage evaluation and updating using non-destructive inspections
-
Zhao Z., Haldar A. Bridge fatigue damage evaluation and updating using non-destructive inspections. Eng Fract Mech 1996, 53(5):775-788.
-
(1996)
Eng Fract Mech
, vol.53
, Issue.5
, pp. 775-788
-
-
Zhao, Z.1
Haldar, A.2
-
11
-
-
47149111094
-
Probabilistic limit analysis and lifetime prediction of concrete structures
-
Biondini F., Frangopol Dan M. Probabilistic limit analysis and lifetime prediction of concrete structures. Struct Infrastruct Eng 2008, 4(5):399-412.
-
(2008)
Struct Infrastruct Eng
, vol.4
, Issue.5
, pp. 399-412
-
-
Biondini, F.1
Frangopol, D.M.2
-
12
-
-
70249137174
-
Lifetime reliability-based optimization of reinforced concrete cross-sections under corrosion
-
Biondini F., Frangopol Dan M. Lifetime reliability-based optimization of reinforced concrete cross-sections under corrosion. Struct Saf 2009, 31(6):483-489.
-
(2009)
Struct Saf
, vol.31
, Issue.6
, pp. 483-489
-
-
Biondini, F.1
Frangopol, D.M.2
-
13
-
-
76949085479
-
Safety of structures in strong winds and earthquakes: multi-hazard considerations
-
Duthinh D., Simiu E. Safety of structures in strong winds and earthquakes: multi-hazard considerations. ASCE J Struct Eng 2010, 136(3):330-333.
-
(2010)
ASCE J Struct Eng
, vol.136
, Issue.3
, pp. 330-333
-
-
Duthinh, D.1
Simiu, E.2
-
14
-
-
78649446048
-
-
SAMCO. F08a guideline for the assessment of existing structures, structural assessment, monitoring and control.
-
SAMCO. F08a guideline for the assessment of existing structures, structural assessment, monitoring and control. 2006.
-
(2006)
-
-
-
15
-
-
78649449929
-
-
Sustainable Bridges-assessment for future traffic demands and longer lives. SB-4.2, SB-LRA. Background document D4.2: guideline for load and resistance assessment of existing European railway bridges. Advices on the use of advanced methods e Annex 3.7: fatigue assessment of structural details and components in steel using probabilistic methods.
-
Sustainable Bridges-assessment for future traffic demands and longer lives. SB-4.2, SB-LRA. Background document D4.2: guideline for load and resistance assessment of existing European railway bridges. Advices on the use of advanced methods e Annex 3.7: fatigue assessment of structural details and components in steel using probabilistic methods. 2006. p. 371-80.
-
(2006)
, pp. 371-80
-
-
-
16
-
-
78649450598
-
-
Probabilistisches Verfahren zur Beurteilung der Ermuedungssicherheit Bestehender Bruecken aus Stahl. Doctoral thesis N° 1023. Lausanne (Switzerland): Swiss Federal Institute of Technology;
-
Kunz P. Probabilistisches Verfahren zur Beurteilung der Ermuedungssicherheit Bestehender Bruecken aus Stahl. Doctoral thesis N° 1023. Lausanne (Switzerland): Swiss Federal Institute of Technology; 1992.
-
(1992)
-
-
Kunz, P.1
-
17
-
-
0037411070
-
Probabilistic fatigue and fracture analyses of steel bridges
-
Cheung M.S., Lib W.C. Probabilistic fatigue and fracture analyses of steel bridges. Struct Saf 2003, 23:245-262.
-
(2003)
Struct Saf
, vol.23
, pp. 245-262
-
-
Cheung, M.S.1
Lib, W.C.2
-
18
-
-
0002470813
-
Probabilistic fracture mechanics
-
Chapman & Hall Ltd., New York, C. Sundararajan (Ed.)
-
Harris D.O. Probabilistic fracture mechanics. Probabilistic structural mechanics handbook 1995, 106-145. Chapman & Hall Ltd., New York. C. Sundararajan (Ed.).
-
(1995)
Probabilistic structural mechanics handbook
, pp. 106-145
-
-
Harris, D.O.1
-
19
-
-
0023844591
-
Stochastic modeling of fatigue crack growth
-
Ortiz K., Kiremidjian A.S. Stochastic modeling of fatigue crack growth. Eng Fract Mech 1988, 29(3):317-334.
-
(1988)
Eng Fract Mech
, vol.29
, Issue.3
, pp. 317-334
-
-
Ortiz, K.1
Kiremidjian, A.S.2
-
20
-
-
0021577370
-
Reliability of deteriorating structures
-
Oswald G.F., Schueller G.I. Reliability of deteriorating structures. Eng Fract Mech 1984, 20(3):479-488.
-
(1984)
Eng Fract Mech
, vol.20
, Issue.3
, pp. 479-488
-
-
Oswald, G.F.1
Schueller, G.I.2
-
23
-
-
0032734230
-
Fatigue evaluation of highway bridges
-
Tsiatas G., Palmquist S.M. Fatigue evaluation of highway bridges. Probab Eng Mech 1999, (14):189-194.
-
(1999)
Probab Eng Mech
, Issue.14
, pp. 189-194
-
-
Tsiatas, G.1
Palmquist, S.M.2
-
24
-
-
0033076197
-
Fatigue in steel highway bridges under random loading
-
Agerskov H., Nielsen J.A. Fatigue in steel highway bridges under random loading. J Struct Eng 1999, 152-162.
-
(1999)
J Struct Eng
, pp. 152-162
-
-
Agerskov, H.1
Nielsen, J.A.2
-
25
-
-
0033938291
-
Fatigue crack growth measurements under spectrum loading
-
Yamada K., Cao Q., Okado N. Fatigue crack growth measurements under spectrum loading. Eng Fract Mech 2000, 66(5):483-497.
-
(2000)
Eng Fract Mech
, vol.66
, Issue.5
, pp. 483-497
-
-
Yamada, K.1
Cao, Q.2
Okado, N.3
-
26
-
-
0030131461
-
Analytical model for fatigue life prediction based on fracture mechanics and crack closure
-
Ibso J.B., Agerskov H. Analytical model for fatigue life prediction based on fracture mechanics and crack closure. J Construct Steel Res 1996, 37(3):229-261.
-
(1996)
J Construct Steel Res
, vol.37
, Issue.3
, pp. 229-261
-
-
Ibso, J.B.1
Agerskov, H.2
-
27
-
-
0020632741
-
Probabilistic analysis of the uncertainties in the fatigue capacity of welded joints
-
Engesvik K.M., Moan T. Probabilistic analysis of the uncertainties in the fatigue capacity of welded joints. Eng Frac Mech 1983, 18(4):743-762.
-
(1983)
Eng Frac Mech
, vol.18
, Issue.4
, pp. 743-762
-
-
Engesvik, K.M.1
Moan, T.2
-
28
-
-
78649443297
-
-
Fatigue strength of welded joints subjected to spectrum loading, Jernkontoret, Stockholm. Report no. 41-02.
-
Blom AF. Fatigue strength of welded joints subjected to spectrum loading, Jernkontoret, Stockholm. Report no. 41-02. 1987.
-
(1987)
-
-
Blom, A.F.1
-
29
-
-
85115243338
-
Cumulative damage in fatigue
-
Miner M. Cumulative damage in fatigue. J Appl Mech 1945, A159-A164.
-
(1945)
J Appl Mech
-
-
Miner, M.1
-
30
-
-
78649448351
-
-
Assessment of a 135 year old riveted railway bridge. In: IABSE colloquium
-
Keller A, Bruhwiler E, Hirt MA. Assessment of a 135 year old riveted railway bridge. In: IABSE colloquium. 1993.
-
(1993)
-
-
Keller, A.1
Bruhwiler, E.2
Hirt, M.A.3
-
31
-
-
78649442750
-
-
ISO 1999, ISO/CD 13822,. Basis for design of structures-Assessment of existing structures, International Organization for Standardization, Geneva.
-
ISO 1999, ISO/CD 13822,1999. Basis for design of structures-Assessment of existing structures, International Organization for Standardization, Geneva.
-
(1999)
-
-
-
32
-
-
78649446852
-
-
AISCAT. Traffico e Incidenti-Andamento sulla rete autostradale italiana 1968-1998, centro sudi Confetra; [in Italian].
-
AISCAT. Traffico e Incidenti-Andamento sulla rete autostradale italiana 1968-1998, centro sudi Confetra; 2007 [in Italian].
-
(2007)
-
-
-
33
-
-
78649451285
-
-
AISCAT. Traffico e Incidenti-Andamento sulla rete autostradale italiana 1995-2005, centro sudi Confetra; [in Italian].
-
AISCAT. Traffico e Incidenti-Andamento sulla rete autostradale italiana 1995-2005, centro sudi Confetra; 2007 [in Italian].
-
(2007)
-
-
-
34
-
-
78649449062
-
-
Ministero Infrastrutture e Trasporti. Normale 15/09/1933 n.8, Carichi da considerare nel calcolo dei ponti per strade ordinarie, Roma.
-
Ministero Infrastrutture e Trasporti. Normale 15/09/1933 n.8, Carichi da considerare nel calcolo dei ponti per strade ordinarie, Roma. 1933.
-
(1933)
-
-
-
35
-
-
78649446349
-
-
Ministero Infrastrutture e Trasporti. Circ.Min.LL.PP. 14/02/1962 n.384 Norme relative al calcolo dei ponti stradali, Roma.
-
Ministero Infrastrutture e Trasporti. Circ.Min.LL.PP. 14/02/1962 n.384 Norme relative al calcolo dei ponti stradali, Roma. 1962.
-
(1962)
-
-
-
36
-
-
78649450258
-
-
Ministero Infrastrutture e Trasporti. D.M. 02/08/1980. Criteri generali e prescrizioni tecniche per la progettazione, esecuzione e collaudo di ponti stradali, Roma.
-
Ministero Infrastrutture e Trasporti. D.M. 02/08/1980. Criteri generali e prescrizioni tecniche per la progettazione, esecuzione e collaudo di ponti stradali, Roma. 1980.
-
(1980)
-
-
-
37
-
-
78649445114
-
-
Ministero Infrastrutture e Trasporti. D.M. 04/05/1990, Aggiornamento delle Norme Tecniche per la progettazione, l'esecuzione e il collaudo dei ponti stradali, Roma.
-
Ministero Infrastrutture e Trasporti. D.M. 04/05/1990, Aggiornamento delle Norme Tecniche per la progettazione, l'esecuzione e il collaudo dei ponti stradali, Roma. 1990.
-
(1990)
-
-
-
38
-
-
78649449179
-
-
Ministero Infrastrutture e Trasporti. D.M. 14/01/2008 Norme Tecniche per le Costruzioni, Roma.
-
Ministero Infrastrutture e Trasporti. D.M. 14/01/2008 Norme Tecniche per le Costruzioni, Roma. 2008.
-
(2008)
-
-
-
39
-
-
34548127932
-
The effect of seismic loading on the fatigue strength of welded joints
-
Kondo Y., Okuya K. The effect of seismic loading on the fatigue strength of welded joints. Meter Sci Eng 2007, 223-229.
-
(2007)
Meter Sci Eng
, pp. 223-229
-
-
Kondo, Y.1
Okuya, K.2
-
41
-
-
78649447489
-
-
Are the Paris' law parameters dependent on each other? Frattura ed Integrità Strutturale
-
Carpinteri et al. Are the Paris' law parameters dependent on each other? Frattura ed Integrità Strutturale. 2007.
-
(2007)
-
-
Carpinteri1
|