Study on the Standards and Algorithms for Condition Evaluation of Steel Plate Girder Railway Bridges

Journal of the Korean society for railway ◽

10.7782/jksr.2021.24.7.646 ◽

2021 ◽

Vol 24 (7) ◽

pp. 646-657

Author(s):

Ho Yeon Jung ◽

Chan Yong Choi ◽

Jung Joon Park ◽

Choong Yuen Cho

Keyword(s):

Steel Plate ◽

Railway Bridges ◽

Condition Evaluation ◽

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Repair of two riveted steel plate girder railway bridges

Proceedings of the Institution of Civil Engineers - Bridge Engineering ◽

10.1680/bren.2011.164.2.81 ◽

2011 ◽

Vol 164 (2) ◽

pp. 81-88 ◽

Author(s):

John Courtenay Sreeves

Keyword(s):

Steel Plate ◽

Railway Bridges ◽

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Fragility analysis of track-on steel-plate-girder railway bridges in Korea

Engineering Structures ◽

10.1016/j.engstruct.2010.09.028 ◽

2011 ◽

Vol 33 (3) ◽

pp. 696-705 ◽

Author(s):

Joonam Park ◽

Eunsoo Choi

Keyword(s):

Steel Plate ◽

Fragility Analysis ◽

Railway Bridges ◽

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Determination of a reasonable impact factor for fatigue investigation of simple steel plate girder railway bridges

Engineering Structures ◽

10.1016/j.engstruct.2011.12.021 ◽

2012 ◽

Vol 36 ◽

pp. 316-324 ◽

Author(s):

Hee-Hyun Lee ◽

Jun-Chang Jeon ◽

Kab-Soo Kyung

Keyword(s):

Impact Factor ◽

Steel Plate ◽

Railway Bridges ◽

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An Experimental Study on the Longitudinal Resistance Behavior of an Existing Ballastless Steel Plate Girder Bridge

Journal of The Korean Society For Urban Railway ◽

10.24284/jkosur.2018.12.6.4.327 ◽

2018 ◽

Vol 6 (4) ◽

pp. 327-337 ◽

Author(s):

Kyungho Kim ◽

Inyoung Hwang ◽

Inchul Baek ◽

Sanghyun Choi

Keyword(s):

Experimental Study ◽

Steel Plate ◽

Longitudinal Resistance ◽

Girder Bridge ◽

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INVESTIGATIONS ON CHANGES IN MODAL PROPERTIES CAUSED BY DAMAGES ON A REAL STEEL PLATE GIRDER BRIDGE

Journal of Japan Society of Civil Engineers Ser A2 (Applied Mechanics (AM)) ◽

10.2208/jscejam.74.i_513 ◽

2018 ◽

Vol 74 (2) ◽

pp. I_513-I_522 ◽

Author(s):

Takuya MIMASU ◽

Chul-Woo KIM ◽

Yoshinao GOI ◽

Gen HAYASHI

Keyword(s):

Steel Plate ◽

Modal Properties ◽

Girder Bridge ◽

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A Fundamental Study on Detection of Defects in the Web Gap Region of Steel Plate Girder Bridges by the Plate Wave Ultrasonic Technique

10.1063/1.1711734 ◽

2004 ◽

Author(s):

H. Shirahata

Keyword(s):

Steel Plate ◽

Ultrasonic Technique ◽

Fundamental Study ◽

Girder Bridges ◽

The Web ◽

Detection Of Defects ◽

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Load-carrying capacity of locally corroded steel plate girder ends using artificial neural network

Thin-Walled Structures ◽

10.1016/j.tws.2015.12.007 ◽

2016 ◽

Vol 100 ◽

pp. 48-61 ◽

Author(s):

Sajjad Tohidi ◽

Yasser Sharifi

Keyword(s):

Neural Network ◽

Artificial Neural Network ◽

Carrying Capacity ◽

Steel Plate ◽

Load Carrying Capacity ◽

Load Carrying ◽

Artificial Neural ◽

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Vibration Monitoring and Damage Experiment on an Actual Steel Plate Girder Bridge

Proceedings of the 6th International Symposium on Reliability Engineering and Risk Management ◽

10.3850/978-981-11-2726-7_cshm13 ◽

2018 ◽

Author(s):

Chul-Woo Kim ◽

Yoshinao Goi ◽

Gen Hayashi ◽

Takuya Mimasu

Keyword(s):

Steel Plate ◽

Vibration Monitoring ◽

Girder Bridge ◽

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Mechanics of Shear Resistance in Steel Plate Girder: Critical Review

Journal of Structural Engineering ◽

10.1061/(asce)st.1943-541x.0002484 ◽

2020 ◽

Vol 146 (6) ◽

pp. 03120001

Author(s):

Durgesh R. Hingnekar ◽

Arvind Y. Vyavahare

Keyword(s):

Critical Review ◽

Steel Plate ◽

Shear Resistance ◽

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Probabilistic analysis of shear fatigue life of steel plate girders using a fracture mechanics approach

Proceedings of the Institution of Mechanical Engineers Part O Journal of Risk and Reliability ◽

10.1177/1748006xjrr321 ◽

2011 ◽

Vol 225 (4) ◽

pp. 389-398 ◽

Author(s):

M B Anoop ◽

G Prabhu ◽

K Balaji Rao

Keyword(s):

Fatigue Life ◽

Fracture Mechanics ◽

Probabilistic Analysis ◽

Steel Plate ◽

Sensitivity Analyses ◽

Railway Bridges ◽

Monte Carlo Simulation Technique ◽

Plate Girders ◽

Shear Fatigue ◽

Probabilistic analysis of shear fatigue life of steel plate girders of two railway bridges with welded connections, designed according to Indian Railway Standards, is presented in this paper. The fatigue life is determined using a fracture mechanics based procedure. Deterministic and probabilistic sensitivity analyses are carried out and, based on the results of these sensitivity analyses, the random variables having significant influence on fatigue life are identified. The probability distribution of fatigue life is determined using the Monte Carlo simulation technique and a relation for estimating the characteristic fatigue life is proposed.

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