Earticle

초록

영어

Nowdays, adjacent loading bringing enormous harm to the existing bridge in engineering construction. In this paper, the influencing mechanism of adjacent loading to pier and Law of displacement of pier is researched through living examples， and the safe influence area has been defined. Research shows that: the main damages to piers is caused by the side loading; lateral displacement index of pier top surface is more conservative than the pier additional stress index; it is secure when the distance of adjacent load is 0.5 times of the height of accumulation or 6m, otherwise it would be very scary, and the monitoring measure is necessary.

목차

ABSTRACT
 1. Introduction
 2. The finite element modelling of bridge with different loading
 3. The finite element modelling of bridge with different loading
 4. The stress analysis method under complicated condition
 5. Conclusion
 Acknowledgements
 References

저자

• Bo Song [ University of Science and Technology Beijing, 100083, China, Beijing international cooperation for science and technology-Aseismic research of the rail transit engineering in the strong motion area, Beijing, 100083, China ] Corresponding author
• Jingxing Zhang [ University of Science and Technology Beijing, 100083, China, Beijing international cooperation for science and technology-Aseismic research of the rail transit engineering in the strong motion area, Beijing, 100083, China ]
• Zunke Zhang [ University of Science and Technology Beijing, 100083, China, Beijing international cooperation for science and technology-Aseismic research of the rail transit engineering in the strong motion area, Beijing, 100083, China ]
• Yanxuc Wang [ Road Administration of Beijing Municipal Commission of Transport, 101300, China ]
• Taehwan Kim [ Department of Security Service, University of Yongin, 470 Samga Dong, Gyeonggido 449-714, Republic of Korea ]

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