Effects of fundamental factors on coupled vibration of wind-rail vehicle-bridge system for long-span cable-stayed bridge
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-016-0376-5.pdf
Reference22 articles.
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3. ZHANG Zhi-tian, GE Yao-jun, ZHANG Wei-feng. Superposability of unsteady aerodynamic loads on bridge deck sections [J]. Journal of Central South University, 2013, 20(11): 3202–3215.
4. LI Yong-le, HU Peng, CAI C S. Wind tunnel study of a sudden change of train wind loads due to the wind shielding effects of bridge towers and passing trains [J]. Journal of Engineering Mechanics, 2013, 139(9): 1249–1259.
5. ZHAI Wan-ming, XIA He, CAI Cheng-biao. High-speed train-track-bridge dynamic interactions part I: Theoretical model and numerical simulation [J]. International Journal of Rail Transportation, 2013, 1(1/2): 3–24.
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