NDLI: Vehicle-bridge coupled vibration response study of Huanghe cable-stayed bridge due to multiple vehicles parallel with high speed

Content Provider	IEEE Xplore Digital Library
Author	Lisong Zhang Xiangzhen Yan Xiujuan Yang
Copyright Year	2010
Description	Author affiliation: College of Mechanical and Electronic Engineering, China University of Petroleum, Dongying, China (Lisong Zhang) \|\| College of Storage and Transportation and Architectural Engineering, China University of Petroleum, Dongying, China (Xiangzhen Yan; Xiujuan Yang)
Abstract	The vehicle-bridge coupled equations of multiple vehicles parallel are established by combining the equations of motion of both the bridge and the vehicle using the displacement relationship and the interaction force relationship at the contact point. The equation can be solved by the Runge-Kutta method in time domain, and a MATLAB program of bridge dynamic analysis is developed to assemble the motion equations of the vehicle-bridge coupled system. Taking HuangHe main bridge as an example, dynamic responses of the cable-stayed bridge under the condition of irregular pavement excited are studied by vehicles moving across the bridge with various velocities 70km/h, 90km/h, 110km/h and 130km/h. The results show that bridge cross section dynamic deflection response of the mid-point doesn't increase with the speed of vehicles increasing, and it can be maximized at 90km/h for 6 vehicles and 70km/h for 3 vehicles among given several speeds; Passengers comfort decrease with the speed of vehicles increasing; The cable-stayed bridge has a strong ability to resist partial load vehicles.
Starting Page	1134
Ending Page	1137
File Size	217241
Page Count	4
File Format	PDF
ISBN	9781424477371
e-ISBN	9781424477395
DOI	10.1109/MACE.2010.5536593
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-06-26
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Wheels Educational institutions Multiple vehicles parallel Vehicle dynamics Equations Petroleum Cable-stayed bridges with long span Automotive engineering Bridges Vibrations Vehicle-bridge coupled model Vibration response Virtual work principle Irregular pavement Mathematical model Acceleration
Content Type	Text
Resource Type	Article

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