AbstractThis study is intended to develop an analytical approach to simulate the coupled vibration of bridges and running vehicles, and to investigate the dynamic characteristics of rationalized curved bridges. In this paper, a curved twin Igirder bridge with general cross-section is adopted for the analysis. As a preliminary step, a general large dump truck with one axis at front and two axes at rear is modeled as a sprung-mass system with 2-degree-of-freedom for the vehicle-bridge interaction analysis. The coupled vibration of the interaction system is formulized and a computer program is developed. Eigenvalue analyses are carried out for different types of bridges to find acceptable torsional stiffness. The coupled vibration of the runni...
The perceptible vibration of composite steel girder bridges under live loads is an important design ...
This paper presents a method for modeling and analysis of cable-stayed bridges under the action of m...
AbstractTo systematically study the vehicle–bridge coupled dynamic response and its change rule with...
AbstractThis study is intended to develop an analytical approach to simulate the coupled vibration o...
Behavior of horizontally curved I-girder bridges are complex and its interaction analysis is difficu...
Though static analysis of bridges is well defined, the results are not very realistic. Dynamic analy...
Though static analysis of bridges is well defined, the results are not very realistic. Dynamic analy...
Copyright © 2013 Deshan Shan et al. This is an open access article distributed under the Creative Co...
A modified moving loads’ model is proposed for the vehicle-bridge coupling vibration simulation. Tak...
The impact on curved box-girder bridges due to vehicle moving across rough bridge deck have been ana...
In this paper, a parametric study to investigate the dynamic behavior of box-girder bridges under mo...
Taking the simply supported box girder bridge of high-speed railway as an example, the effect of cro...
The major goals of this paper are to evaluate the serviceability of bridges with vibration problems ...
The problem about the vibration of vehicles and bridge is mainly the problem of coupling vibration b...
In order to check the capacity of existing bridges to heavier traffic and for proper design of new b...
The perceptible vibration of composite steel girder bridges under live loads is an important design ...
This paper presents a method for modeling and analysis of cable-stayed bridges under the action of m...
AbstractTo systematically study the vehicle–bridge coupled dynamic response and its change rule with...
AbstractThis study is intended to develop an analytical approach to simulate the coupled vibration o...
Behavior of horizontally curved I-girder bridges are complex and its interaction analysis is difficu...
Though static analysis of bridges is well defined, the results are not very realistic. Dynamic analy...
Though static analysis of bridges is well defined, the results are not very realistic. Dynamic analy...
Copyright © 2013 Deshan Shan et al. This is an open access article distributed under the Creative Co...
A modified moving loads’ model is proposed for the vehicle-bridge coupling vibration simulation. Tak...
The impact on curved box-girder bridges due to vehicle moving across rough bridge deck have been ana...
In this paper, a parametric study to investigate the dynamic behavior of box-girder bridges under mo...
Taking the simply supported box girder bridge of high-speed railway as an example, the effect of cro...
The major goals of this paper are to evaluate the serviceability of bridges with vibration problems ...
The problem about the vibration of vehicles and bridge is mainly the problem of coupling vibration b...
In order to check the capacity of existing bridges to heavier traffic and for proper design of new b...
The perceptible vibration of composite steel girder bridges under live loads is an important design ...
This paper presents a method for modeling and analysis of cable-stayed bridges under the action of m...
AbstractTo systematically study the vehicle–bridge coupled dynamic response and its change rule with...