Andere Kunden interessierten sich auch für
![Dynamic Vulnerability Assessment of Highway and Railway Bridges]( "Dynamic Vulnerability Assessment of Highway and Railway Bridges")
Dynamic Vulnerability Assessment of Highway and Railway Bridges41,99 €![Dynamic assessment of existing bridge structures under moving vehicles]( "Dynamic assessment of existing bridge structures under moving vehicles")
Dynamic assessment of existing bridge structures under moving vehicles16,99 €![Bridge dynamic behavior based on the vehicle-bridge interaction]( "Bridge dynamic behavior based on the vehicle-bridge interaction")
Bridge dynamic behavior based on the vehicle-bridge interaction48,99 €![Structural Damage Detection by NDT and Finding Axial Loads in Cables]( "Structural Damage Detection by NDT and Finding Axial Loads in Cables")
Structural Damage Detection by NDT and Finding Axial Loads in Cables32,99 €![Moving Towards Deep Decarbonisation - An Indian Perspective]( "Moving Towards Deep Decarbonisation - An Indian Perspective")
Moving Towards Deep Decarbonisation - An Indian Perspective29,99 €![Equivalent Earthquake Loads for Some Families of Barrel Vaults]( "Equivalent Earthquake Loads for Some Families of Barrel Vaults")
Equivalent Earthquake Loads for Some Families of Barrel Vaults51,99 €![Innovative Bridge Design Handbook]( "Innovative Bridge Design Handbook")
Innovative Bridge Design Handbook94,99 €
There are many existing bridge structures in some valley areas all around the world. The stiffness of these bridge structures is generally small due to the slenderness of the high piers, and thus, vibrations can be easily excited by any external loads such as moving vehicle loads and/or wind loads. Meanwhile, the vibration of the bridge will in turn excite the vibration of the moving vehicles and affect the ride comfort of the passengers. Based on the vehicle-bridge coupled vibration, the 3-D vehicle model which can consider the effect of the patch contact on the dynamic response of the bridge-vehicle coupling system, and the impact factors of the existing bridges are presented.