期刊文献+

三跨预应力连续梁桥动载试验分析

Three-span prestressed continuous beam bridge dynamic load test analysis
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摘要 对现有桥梁在动荷载下的受力参数与理论计算的参数相比,得出了该桥梁的实际使用状态,通过模拟实际桥梁,分析了各种不利荷载作用下桥梁的受力响应,该动荷载试验分析结果为箱形连续梁桥的动荷载控制设计提供了数据支持。 Based on the existing bridges in the dynamic compared parameter calculation parameters and theory under load, it is concluded that the bridge actual using state. The simulation of the actual bridge, the bridge role analysis of various unfavorable loading response. The dynamic load test results to analyze the continuous box beam bridge dynamic load control design to provide data support.
出处 《山西建筑》 2014年第34期165-168,共4页 Shanxi Architecture
关键词 动载试验 响应参数 受力分析 不利荷载 dynamic load test response parameters stress analysis unfavorable load
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参考文献4

  • 1Huang Dongzhou.Vibration of Thin-Walled Box-Ginder Bridges Excited by Vehicles[J].Journal of Structural Engineering,2001,121(9):57.
  • 2宋一凡.公路桥梁动力学[M].北京:人民交通出版社,2010.
  • 3M Saidi.Prestress Force Effect on Vibration Frequency of Concrete Bridges[J].Journal of Structural Engineering,2003,120(7):63.
  • 4贾艳敏,杨艳敏.齐齐哈尔嫩江公路大桥动载试验研究[J].公路交通科技,2000,17(z1):58-63. 被引量:6

二级参考文献2

  • 1[4] M Saidi ect.Prestress Force Effect on Vibration Frequency of Concrete Bridges.Journal of Structural Engineering, 1994,120(7).
  • 2[3] Huang Dongzhou ect.Vibration of Thin-Walled Box-Ginder Bridges Excited by Vehicles.Journal of Structural Engineering.1995,121(9).

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