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ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS
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摘要: 动力载荷作用下管土系统中的参数存在动态变化特征。在建立的交通荷载下管道的EularBernoulli弹性地基梁受力模型中，首先考虑了管土系统中参数随着空间变化时耦合响应的详细解析求解过程，再对系统参数随时间变化情况下的耦合响应计算提出了解析求解方法，从而为受载荷作用的下埋管道力学性状研究提供了简捷、明析的解题方法。Abstract: The parameters of the pipeline- soil system have the dynamic character under the impetus loads. So the Eular-Bernoulli elastic beam model under traffic loads is set up. Firstly, the analytic solution of the coupling response considering the changing parameters with the space is brought forward; and the analytic solution for the changing parameters with the time is put forward subsequently. So a compact and perspicuous method for the research on the mechanical behaviors of the underground pipelines under traffic loads is provided.
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Key words:
- underground pipeline /
- traffic loads /
- system with changing parameters /
- coupling effect
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[2] 韩扬,孙绍平.地下管道抗震分析中的若干参数.特种结构,1999(3):14～16 陈杰.公路路面动态特性分析方法.东北公路,2001(4):23～30 [3] 薛景宏,朱福祥,张永益.土特性改变对埋地管线轴向地震响应的影响.大庆石油学院学报,2001(2):63～65 [4] Page J. Dynamic Behaviour of a Single Axle Vehicle Suspension System:A Theoretical Study. Transport and Road Research Laboratory(Crowthorne).1989.580:1～29 [5] 胡津亚,曾三元.现代随机振动.北京:中国铁道出版社,1989 [6] 张土乔,吴小刚.垂直荷载作用下的管道纵向受力分析模式初探.中国市政工程,2001(6):41～45 [7] 周叮.非均匀弹性地基上梁横向振动的渐近解法.强度与环境,1994(1):8～12 [8] Cebon D. Interaction between Heavy Vehicles and Roads. L. Ray Buckendale Lecture.1993.1～85 [9] 李骊,袁丽红.受外激励二阶参变系统的周期解及其稳定性.应用力学学报,1998(1):6～18 -
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