Dynamic Factors Ffor FLS Design of Railway Bridges
Dynamic Factors Ffor FLS Design of Railway Bridges
(OP)
When designing railway bridges it is obvious that dynamic factors should be used for fatigue limit state design. But some argue that dynamic factors should not be taken in to account for the analyses when the FLS design approach is damage calculation method. Any comments please. My argument is either it is simplified or damage calculation, the bridge should be analyzed with loads including dynamic factors. Am I correct?






RE: Dynamic Factors Ffor FLS Design of Railway Bridges
RE: Dynamic Factors Ffor FLS Design of Railway Bridges