Abstract: To ensure the reliability and safety of bridges, one of the main important parameter in design and health assessment is normalized displacement in critical loading condition. It is important to ensure accuracy of determination of normalized displacement in different condition. The aim of this study is to explore the dynamic response of bridge subjected to two vehicles travelling in reverse direction. Moving masses (vehicles) are assumed to start at same time with same speed, then time is delayed for one of the moving mass and then speed of both moving masses is changed. Normalized mid-span response is lesser than that for single moving mass model and highest response for two ways traffic occurs for velocity ratio 0.6. The change o...
Though static analysis of bridges is well defined, the results are not very realistic. Dynamic analy...
This dissertation investigates the dynamics of highway bridges subjected to heavy vehicle loads. A...
The dynamic interaction problem of a moving vehicle on the sustaining bridge with uncertain system p...
The paper investigates the dynamic amplification factors to be applied for critical loading events i...
The effect of multiple vehicles on a bridge’s dynamic amplification is a complex problem. Previously...
Simple numerical models of point loads are used to represent single and multiple vehicle events on t...
Two different iteration strategies are developed to solve the problem of bridge-vehicle dynamic inte...
Simple numerical models of point loads are used to represent single and multiple vehicle events on t...
The dynamic behavior of single span simply supported bridge of different length during vehicular loa...
The formulation of a new bridge-vehicle system using shell with eccentric beam elements has been int...
The formulation of a new bridge-vehicle system using shell with eccentric beam elements has been int...
Dynamic response of a single span bridge subjected to moving flexible vehicles has been studied usin...
First investigations on the dynamic response of bridges due to moving loads were motivated by the co...
Though static analysis of bridges is well defined, the results are not very realistic. Dynamic analy...
AbstractSeveral authors, utilizing both experimental tests and complicated numerical models, have in...
Though static analysis of bridges is well defined, the results are not very realistic. Dynamic analy...
This dissertation investigates the dynamics of highway bridges subjected to heavy vehicle loads. A...
The dynamic interaction problem of a moving vehicle on the sustaining bridge with uncertain system p...
The paper investigates the dynamic amplification factors to be applied for critical loading events i...
The effect of multiple vehicles on a bridge’s dynamic amplification is a complex problem. Previously...
Simple numerical models of point loads are used to represent single and multiple vehicle events on t...
Two different iteration strategies are developed to solve the problem of bridge-vehicle dynamic inte...
Simple numerical models of point loads are used to represent single and multiple vehicle events on t...
The dynamic behavior of single span simply supported bridge of different length during vehicular loa...
The formulation of a new bridge-vehicle system using shell with eccentric beam elements has been int...
The formulation of a new bridge-vehicle system using shell with eccentric beam elements has been int...
Dynamic response of a single span bridge subjected to moving flexible vehicles has been studied usin...
First investigations on the dynamic response of bridges due to moving loads were motivated by the co...
Though static analysis of bridges is well defined, the results are not very realistic. Dynamic analy...
AbstractSeveral authors, utilizing both experimental tests and complicated numerical models, have in...
Though static analysis of bridges is well defined, the results are not very realistic. Dynamic analy...
This dissertation investigates the dynamics of highway bridges subjected to heavy vehicle loads. A...
The dynamic interaction problem of a moving vehicle on the sustaining bridge with uncertain system p...