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Buckling behavior and design of steel liner encased in deep water tunnel under external hydrostatic pressure

机译：外水静压下深水隧洞钢衬的屈曲行为及设计

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制度:新 ; 報告番号:甲2810号 ; 学位の種類:博士(工学) ; 授与年月日:2009/2/25 ; 早大学位記番号:新5030

机译：系统：新；报告编号：Ko 2810；学位类型：博士学位（工程学）；授予日期：2009/2/25；早稻田大学编号：新5030

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王剣宏;
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年度 2009
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正文语种 eng
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2. Experimental investigation of buckling collapse of encased liners subjected to external water pressure [J] . Wang J. H., Koizumi A. Engineering Structures . 2017,第nova15期

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3. The effect of external water pressure on the liner behavior of large cross-section tunnels [J] . Fang Yong, Guo Janning, Grasmick Jacob, Tunnelling and underground space technology . 2016,第nova期

机译：外部水压对大断面隧道衬砌性能的影响
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5. Finite element simulation of creep buckling of CIPP liners under external pressure. [D] . Zhao, Qiang. 1999

机译：CIPP衬砌在外部压力下蠕变屈曲的有限元模拟。
6. Part I: The Analytical Model Predicting Post-Yield Behavior of Concrete-Encased Steel Beams Considering Various Confinement Effects by Transverse Reinforcements and Steels [O] . Dinh Han Nguyen, Won-Kee Hong 2019

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7. Buckling behavior and design of steel liner encased in deep water tunnel under external hydrostatic pressure [O] . 王剣宏 2009

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8. Graphical Methods for Determining the Plastic Shell-Buckling Pressures of Ring-Stiffened Cylinders Subjected to External Hydrostatic Pressure [R] . Lunchick, M. E. 1961

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Buckling behavior and design of steel liner encased in deep water tunnel under external hydrostatic pressure

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