SHUAI Jian, XU Kui. NON-STATIONARY RANDOM VIBRATIONS OF BURIED PIPELINES[J]. Engineering Mechanics, 2002, 19(5): 130-134.
Citation: SHUAI Jian, XU Kui. NON-STATIONARY RANDOM VIBRATIONS OF BURIED PIPELINES[J]. Engineering Mechanics, 2002, 19(5): 130-134.

NON-STATIONARY RANDOM VIBRATIONS OF BURIED PIPELINES

More Information
  • Received Date: February 17, 2001
  • Revised Date: July 12, 2001
  • The actual motion of ground during earthquakes is considered as a non-stationary random process and non-stationary random responses of buried pipelines are studied. Correlation functions of the responses (stresses and displacements) for both axial and lateral vibration are derived in closed form, taking into consideration of the correlation of ground motion. An illustrative example is presented to show the history of stresses and displacements of buried pipelines under earthquake excitation.
  • Related Articles

    [1]WANG Jian-qun, LÜ Peng, XU Qiao, LUO Xu-guo, ZHU Ming-qiao. Calculation model for concrete creep and its practical application[J]. Engineering Mechanics, 2018, 35(S1): 156-160. DOI: 10.6052/j.issn.1000-4750.2018.01.S029
    [2]REN Wen-jie, WANG Li-qiang, MU Meng-meng. RESEARCH ON STATIONARY RANDOM VIBRATION OF SINGLE-DEGREE-OF-FREEDOM STRUCTURE WITH SHAPE MEMORY ALLOY DAMPER SUBJECTED TO EARTHQUAKE EXCITATION[J]. Engineering Mechanics, 2016, 33(4): 98-103. DOI: 10.6052/j.issn.1000-4750.2014.08.0719
    [3]LIU Zhang-jun, WANG Lei, HUANG Shuai. GLOBAL RELIABILITY ANALYSIS OF STRUCTURES UNDER NON-STATIONARY RANDOM EARTHQUAKE EXCITATIONS[J]. Engineering Mechanics, 2015, 32(12): 225-232. DOI: 10.6052/j.issn.1000-4750.2014.07.0609
    [4]JIN Xin, WANG Lei, LIU Hua. A LARGE SCALE WIND TURBINE DYNAMIC MODEL AND ITS LOAD CALCULATION IN EARTHQUAKE[J]. Engineering Mechanics, 2012, 29(5): 224-229.
    [5]PAN Dong-hui, YU Guo-you, ZHANG De-qiang. EARTHQUAKE RESPONSE ANALYSIS OF CANTILEVER-BEAM MODEL OF ISOLATED HIGH-RISE STRUCTURE[J]. Engineering Mechanics, 2012, 29(5): 115-121.
    [6]CAO Jia-liang, SHI Wei-xing, LIU Wen-guang. SENSITIVITY OF DYNAMIC RESPONSE AND CHARACTERISTICS OF ISOLATED STRUCTURES TO CALCULATION MODEL PARAMETERS[J]. Engineering Mechanics, 2011, 28(8): 168-176.
    [7]LI Xin, DONG Ru-bo, FENG Xin, ZHOU Jing. ANALYTICAL MODEL BASED ON MORISON EQUATION FOR FREE SPANNING SUBMARINE PIPELINES UNDER EARTHQUAKES[J]. Engineering Mechanics, 2009, 26(4): 197-201,.
    [8]LI Ying-min, LIU Li-ping, LAI Ming. ANALYSIS AND IMPROVEMENT OF POWER RANDOM SPECTRA OF STRONG GROUND MOTIONS FOR ENGINEERING PURPOSE[J]. Engineering Mechanics, 2008, 25(3): 43-048,.
    [9]ZHOU Dong-hua, CHEN He-ming, LUO Zhi-jian, TIAN Yi, LIU Yong-fang. A NEW kh0-METHOD FOR CALCULATION OF DOUBLY REINFORCED CONCRETE BEAM[J]. Engineering Mechanics, 2008, 25(2): 188-192.
    [10]WU Jian, JIN Feng, XU Yan-jie. ANALYSIS MODEL FOR ARBITRARY COHERENCY EFFECTS OF RANDOM EARTHQUAKES ON ARCH DAMS[J]. Engineering Mechanics, 2006, 23(12): 86-90.

Catalog

    Article Metrics

    Article views (733) PDF downloads (254) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return