Evaluation of vehicular dynamic effects for the life cycle fatigue design of short‐span bridges
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Wei Zhang | Jin Zhu | Mengxue Wu | Wei Zhang | Mengxue Wu | Jin Zhu
[1] Omar Chaallal,et al. Bridge dynamics and dynamic amplification factors — a review of analytical and experimental findings , 1992 .
[2] C. S. Cai,et al. Vehicle Induced Dynamic Behavior of Short-Span Slab Bridges Considering Effect of Approach Slab Condition , 2008 .
[3] J. R. Billing,et al. Dynamic loading and testing of bridges in Ontario , 1984 .
[4] Shun-ichi Nakamura,et al. Hydrogen embrittlement and corrosion fatigue of corroded bridge wires , 2009 .
[5] C Hahin,et al. Effects of Corrosion and Fatigue on the Load Carrying Capacity of Structural and Reinforcing Steel , 1994 .
[6] Xinqun Zhu,et al. Evaluation of dynamic vehicle axle loads on bridges of different surface conditions , 2007 .
[7] Pedro Albrecht,et al. Performance of weathering steel in bridges , 1984 .
[8] Rouzbeh Abbassi,et al. Modelling of pitting corrosion in marine and offshore steel structures – A technical review , 2015 .
[9] Dan M. Frangopol,et al. Reinforced concrete bridge deck reliability model incorporating temporal and spatial variations of probabilistic corrosion rate sensor data , 2008, Reliab. Eng. Syst. Saf..
[10] Colin O'Connor,et al. Impact studies on small composite girder bridge , 1985 .
[11] Francisco Caleyo,et al. Reliability assessment of buried pipelines based on different corrosion rate models , 2013 .
[12] Dan M. Frangopol,et al. Bridge fatigue reliability assessment using probability density functions of equivalent stress range based on field monitoring data , 2010 .
[13] Wei Zhang,et al. Corrosion fatigue effects on life estimation of deteriorated bridges under vehicle impacts , 2014 .
[14] Raffaele Landolfo,et al. Modeling of Metal Structure Corrosion Damage: A State of the Art Report , 2010 .
[15] Yl L. Xu,et al. Fully Computerized Approach to Study Cable-Stayed BRIDGE-VEHICLE Interaction , 2001 .
[16] Andrzej S. Nowak,et al. Reliability of corroded steel girder bridges , 1989 .
[17] Pedro Albrecht,et al. ATMOSPHERIC CORROSION RESISTANCE OF STRUCTURAL STEELS , 2003 .
[18] Hani Nassif,et al. Model Validation for Bridge-Road-Vehicle Dynamic Interaction System , 2003 .
[19] Francisco Caleyo,et al. The negative binomial distribution as a model for external corrosion defect counts in buried pipelines , 2015 .
[20] M. Komp. Atmospheric corrosion ratings of weethering steels ― calculation and significance , 1987 .
[21] Bryan E. Little,et al. American Association of State Highway and Transportation Officials. Highway Drainage Guidelines American Association of State Highway and Transportation Officials. LRFD Bridge Design Specifications , 2000 .
[22] Suren Chen,et al. Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges , 2007 .
[23] Suren Chen,et al. Framework of vehicle–bridge–wind dynamic analysis , 2004 .
[24] Mark F. Green. Discussion: Bridge dynamics and dynamic amplification factors — a review of analytical and experimental findings , 1993 .
[25] Andrzej S. Nowak,et al. Time-variant reliability profiles for steel girder bridges , 2008 .
[26] Ángeles Mas,et al. Analysis of the Residual Safety Level in R/C Slabs with Severe Joist Corrosion , 2015 .
[27] T. E. Blejwas,et al. Dynamic interaction of moving vehicles and structures , 1979 .
[28] Tae Ju Chung,et al. Influence of road surface roughness on dynamic impact factor of bridge by full-scale dynamic testing , 2005 .
[29] Wei Zhang,et al. Reliability-Based Dynamic Amplification Factor on Stress Ranges for Fatigue Design of Existing Bridges , 2013 .
[30] Wei Zhang,et al. Fatigue Reliability Assessment for Existing Bridges Considering Vehicle Speed and Road Surface Conditions , 2012 .
[31] Abdollah Hosseini,et al. A reliability-based methodology for considering corrosion effects on fatigue deterioration in steel bridges - Part I: Methodology - , 2013 .
[32] K. Sublette,et al. The effect of corrosion inhibitors on microbial communities associated with corrosion in a model flow cell system , 2013, Applied Microbiology and Biotechnology.
[33] Abdollah Hosseini,et al. A reliability-based methodology for considering corrosion effects on fatigue deterioration in steel bridges - Part II: Case study of Neka Bridge - , 2013 .
[34] R. Pillai,et al. Evaluation of Corrosion Rates of Reinforcing Bars for Probabilistic Assessment of Existing Road Bridge Girders , 2015 .
[35] Robert E. Melchers,et al. Probabilistic Model for Marine Corrosion of Steel for Structural Reliability Assessment , 2003 .
[36] R. Melchers. Corrosion uncertainty modelling for steel structures , 1999 .
[37] Andrzej S. Nowak,et al. SIMULATION OF DYNAMIC LOAD FOR BRIDGES , 1991 .
[38] William G. Byers,et al. FATIGUE RELIABILITY REASSESSMENT PROCEDURES: STATE-OF-THE-ART PAPER , 1997 .
[39] Weizhen Chen,et al. Behavior of wires in parallel wire stayed cable under general corrosion effects , 2013 .
[40] Peter B. Keating,et al. Evaluation of Fatigue Tests and Design Criteria on Welded Details , 1986 .