ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS

Wu Xiaogang; Zhang Tuqiao; Yang Yulong; Li Xun

doi:10.13204/j.gyjz200408012

Volume 34 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(8): 36-37,69

Wu Xiaogang, Zhang Tuqiao, Yang Yulong, Li Xun. ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 36-37,69. doi: 10.13204/j.gyjz200408012

Citation:

Wu Xiaogang, Zhang Tuqiao, Yang Yulong, Li Xun. ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 36-37,69. doi: 10.13204/j.gyjz200408012

Citation:

PDF( 0 KB)

ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS

doi: 10.13204/j.gyjz200408012

1.
Department of Civil Engineering,Zhejiang University Hangzhou 310027

Received Date: 2003-01-18
Publish Date: 2004-08-20

Abstract

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.
- underground pipeline,
- traffic loads,
- system with changing parameters,
- coupling effect

FullText(HTML)

References(9)

References

[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

Relative Articles

[1]	SHENG Jinma, YAN Bo, CHANG Jiang, QI Yi, GONG Zhenjia, ZHAO Baocheng. Response Research of 220 kV Cathead-Type Transmission Towers Under the Coupling Loading of Icing and Broken Wire[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 109-115,182. doi: 10.13204/j.gyjzG20110507
[2]	CHEN Qirong, YUAN Jiaming, CHEN Qingjun, XU Zhe, LI Pengyuan, ZUO Zhiliang, CAI Jian. Research on the Flexural Performance of RC Beams Under Coupling of Flexural Loads and Acid-Alkali Dry-Wet Cycles[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 127-134. doi: 10.13204/j.gyjzG22101921
[3]	CHEN Youliang, XIAO Peng, DU Xi, WANG Suran, R. AZZAM. A Damage Constitutive Model for Rock Based on Weibull Distribution Under Coupling Action of Temperature and Confining Pressure[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 160-167. doi: 10.13204/j.gyjzG21030203
[4]	LI Biao, LI Jiaxing, JIA Bin, HUANG Hui, WANG Lu, TANG Qihong. EXPERIMENTAL STUDY ON TENSILE PROPERTIES OF CFRP GRIDS UNDER THE COUPLING OF SEAWATER IMMERSION AND STRESS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 178-183. doi: 10.13204/j.gyjzG20030608
[5]	SHI Xudong, CUI Yidan, QIAN Lei. EXPERIMENTAL RESENRCH ON CRYOGENIC TEMPERATURE TENSILE STRENGTH OF CONCRETE UNDER COUPLING ACTION OF KEY INFLUENCING FACTORS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 85-91. doi: 10.13204/j.gyjzG19110708
[6]	SHI, Xudong, QIAN. EXPERIMENTAL RESEARCH ON CRYOGENIC TEMPERATURE COMPRESSIVE STRENGTH OF CONCRETE UNDER COUPLING ACTION OF KEY INFLUENCING FACTORS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 135-141. doi: 10.13204/j.gyjz202001022
[7]	WANG, Bowen, LIU, Yang. ANALYSIS OF BOND PROPERTIES DEGRADATION OF REINFORCED CONCRETE MEMBERS UNDER COUPLING ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 125-129,141. doi: 10.13204/j.gyjz202001020
[13]	Zhou Liping, Ling Yun, Xu Bin. INTEGRATED OPTIMIZATION OF STEEL STRUCTURE AND CONTROL SYSTEM UNDER COUPLING EARTHQUAKE BASED ON ARTIFICIAL FISH SWARM ALGORITHM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 164-169. doi: 10.13204/j.gyjz2001407034
[14]	Zhao Huimin, Wang Jun, Liu Weiqing, Fang Hai, Zhou Hongwei. EXPERIMENTAL STUDY OF DURABILITY OF GFRP UNDER COUPLING EFFECT OF CHLORIDE ION WITH LOADING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 102-105. doi: 10.13204/j.gyjz201310022
[15]	Jiang Jinyang, Sun Wei, Li Wenting, Wang Jing. DURABILITY OF STRUCTURAL CONCRETE UNDER THE EFFECT OF MULTI-FACTORS OF FATIGUE LOADING AND ENVIRONMENTAL FACTORS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 6-8. doi: 10.13204/j.gyjz201011002
[16]	Wang Caihui, Sun Wei, Jiang Jinyang, Sun Guowen, Ye Bangtu, Han Jiande. THE STUDY ON DIFFUSION PERFORMANCE OF CHLORIDE ION IN CONCRETE UNDER COUPLING ACTION OF DYNAMIC LOAD AND ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 1-5,31. doi: 10.13204/j.gyjz201011001
[17]	Sun Yang, Diao Bo. EXPERIMENTS OF SHEAR BEARING CAPACITY OF RC BEAM UNDER ACTION OF MULTI-AGGRESSIVE ENVIRONMENT AND LOAD COUPLING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 16-20. doi: 10.13204/j.gyjz201006005
[18]	Tu Yongming, Lv Zhitao, Zhang Jiwen, Chen Jie, Qian Yang. LATERAL PERFORMANCE OF THE MAIN STRUCTURE OF CORE-TUBE SUSPENDED VIBRATION ABSORPTION SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 49-53. doi: 10.13204/j.gyjz200812014
[19]	Wang Haichao, Li Yunfeng, Zhang Ximin. EFFECT OF INTERACTION BETWEEN LOADING AND ENVIRONMENT ON CORROSION FATIGUE OF REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 73-75,85. doi: 10.13204/j.gyjz200802020
[20]	Wang Baoquan, Yang Min, Xiong Juhua. ANALYSIS OF INTERNAL FORCE OF LATERAL SECTION OF BOX BURIED PIPELINE BASED ON PIPE-SOIL INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 33-35,39. doi: 10.13204/j.gyjz200407009