Access the full text.
Sign up today, get DeepDyve free for 14 days.
G. Gim, P. Nikravesh (2014)
An analytical model of pneumatic tyres for vehicle dynamic simulations. Part 2: Comprehensive slipsInternational Journal of Vehicle Design, 12
(2007)
Vehicle Dynamics-Fundamentals and Modeling Aspects. Regensbg: Regensbg Fachhochschule
L. Deng, C. Cai (2010)
Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridgesEngineering Structures, 32
Xinfeng Yin, Zhi Fang, C. Cai (2011)
Lateral Vibration of High-Pier Bridges under Moving Vehicular LoadsJournal of Bridge Engineering, 16
Xinfeng Yin, C. Cai, Yang Liu, Z. Fang (2013)
Experimental and Numerical Studies of Nonstationary Random Vibrations for a High-Pier Bridge under Vehicular LoadsJournal of Bridge Engineering, 18
Wei Zhang, C. Cai (2013)
Reliability-Based Dynamic Amplification Factor on Stress Ranges for Fatigue Design of Existing BridgesJournal of Bridge Engineering, 18
Wen Wang, L. Deng, X. Shao (2016)
Number of stress cycles for fatigue design of simply-supported steel I-girder bridges considering the dynamic effect of vehicle loadingEngineering Structures, 110
Suren Chen, Jun Wu (2010)
Dynamic Performance Simulation of Long-Span Bridge under Combined Loads of Stochastic Traffic and WindJournal of Bridge Engineering, 15
Yin Xin-feng (2013)
Lateral vibration of a high-pier bridge under moving vehicular loadsJournal of Vibration and Shock
Dongzhou Huang, Ton-Lo Wang (1992)
Impact analysis of cable-stayed bridgesComputers & Structures, 43
蔡春声, 刘扬, 殷新锋 (2013)
Experimental and Numerical Studies of Nonstationary Random Vibrations for a High-Pier Bridge under Vehicular Loads
W. Qingxiong, Chen Bao-chun, T. Kazuo, X. Ling-zhi (2008)
Vehicle-bridge Dynamic Analysis and Riding Comfort Evaluation of New Saikai BridgeJournal of Highway and Transportation Research and Development
Ton-Lo Wang, Dongzhou Huang, M. Shahawy (1994)
Dynamic Behavior of Slant‐Legged Rigid‐Frame Highway BridgeJournal of Structural Engineering-asce, 120
Yan Li, C. Cai, Yang Liu, Yanjiang Chen, Jia-feng Liu (2016)
Dynamic analysis of a large span specially shaped hybrid girder bridge with concrete-filled steel tube archesEngineering Structures, 106
Yan Han, Kai Li, Xuhui He, Suren Chen, Fanrong Xue (2018)
Stress Analysis of a Long-Span Steel-Truss Suspension Bridge under Combined Action of Random Traffic and Wind LoadsJournal of Aerospace Engineering, 31
M. Yoshimura, Qingxiong Wu, Kazuo Takahashi, Shozo Nakamura, K. Furukawa (2006)
Vibration analysis of the Second Saikai Bridge—a concrete filled tubular (CFT) arch bridgeJournal of Sound and Vibration, 290
J. Yau, Yeong-Bin Yang (2008)
Vibration of a suspension bridge installed with a water pipeline and subjected to moving trainsEngineering Structures, 30
(2006)
Static and dynamic analysis of composited truss beam bridge with steel tube and conctrete-filled tube
Yan Han, C. Cai, Jian-ren Zhang, Suren Chen, Xuhui He (2014)
Effects of aerodynamic parameters on the dynamic responses of road vehicles and bridges under cross windsJournal of Wind Engineering and Industrial Aerodynamics, 134
Xinfeng Yin, C. Cai, Z. Fang, L. Deng (2010)
BRIDGE VIBRATION UNDER VEHICULAR LOADS: TIRE PATCH CONTACT VERSUS POINT CONTACTInternational Journal of Structural Stability and Dynamics, 10
You‐lin Xu, W. Guo (2003)
Dynamic analysis of coupled road vehicle and cable-stayed bridge systems under turbulent windEngineering Structures, 25
D. Livingston, J. Brown (1969)
Physics of the Slipping Wheel. I. Force and Torque Calculations for Various Pressure DistributionsRubber Chemistry and Technology, 42
The dynamic performance of a new type of concrete-filled steel tube high-pier curved continuous truss girder bridges under moving vehicles is studied combining field testing and numerical simulation method by an actual bridge example. The dynamic response data were obtained before opening to traffic for the bridge under moving testing vehicles. A three-dimensional vehicle and bridge coupled vibration analysis model for curved bridges is proposed and validated. The dynamic behavior characteristics and vehicular ride comfort for this new type bridge are studied considering variable road surface and other conditions. The results indicate that the dynamic impacts of this bridge from vehicles are underestimated compared with those defined in the design code. In addition, the dynamic impact factors vary significantly for the local components and some of them could exceed the design value. Finally, the riding comfort of this bridge is evaluated, which suggests a fairly uncomfortable condition.
Advances in Structural Engineering – SAGE
Published: Apr 1, 2019
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.