The serviceability limit state for Slip bolted steel joints is the slip-resistance. The statistical properties of the parameters which define this resistance are presented and analysed. Based on these properties, and using first-order second-moment probabilistic analysis, limit-states design criteri
A study of railway bridge/vehicle interaction and evaluation of fatigue life
β Scribed by V. K. Garg; K. H. Chu; T. L. Wang
- Publisher
- John Wiley and Sons
- Year
- 1985
- Tongue
- English
- Weight
- 954 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0098-8847
No coin nor oath required. For personal study only.
β¦ Synopsis
A new vehicle model and the partial bridge model were used to study the dynamic interaction between an open deck steel truss bridge and a moving freight train. The responses in terms of dynamic stresses in certain critical members in the bridge were generated to predict their fatigue lives by using a reliability-based methodology.
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