研究者データベース

蟹江 俊仁(カニエ シユンジ)
工学研究院 土木工学部門 先端社会システム
教授

基本情報

所属

  • 工学研究院 土木工学部門 先端社会システム

職名

  • 教授

学位

  • 博士(工学)(北海道大学)
  • Master of Science(スタンフォード大学)
  • 工学修士(北海道大学)

ホームページURL

J-Global ID

研究キーワード

  • パイプライン   冷却天然ガス   構造動力学   Pipeline   Chilled Natural Gas   

研究分野

  • 社会基盤(土木・建築・防災) / 構造工学、地震工学

職歴

  • 2007年 - 2009年 北海道大学 公共政策学連携研究部 教授
  • 2007年 - 2009年 Professor
  • 2009年 - 北海道大学 大学院 工学研究科 教授
  • 2009年 - Professor
  • 2007年 北海道大学大学院 工学研究科 教授
  • 2007年 Professor

学歴

  •         - 1990年   スタンフォード大学大学院   工学研究科
  •         - 1990年   Stanford University Graduate Schools
  •         - 1982年   北海道大学   工学研究科   土木工学専攻
  •         - 1982年   北海道大学
  •         - 1980年   北海道大学   工学部   土木工学科
  •         - 1980年   北海道大学

所属学協会

  • 日本コンクリート工学協会   土木技術会トンネル技術委員会   地盤工学会   土木学会   Japan Geotechnical Society   Japan Concrete Institute   Japan Society of Civil Engineers   

研究活動情報

その他活動・業績

  • Shunji Kanie ISAB-2010 - FIRST INTERNATIONAL SYMPOSIUM ON ARCHIMEDES BRIDGE 4 13 -20 2010年 [査読無し][通常論文]
     
    Submerged floating tunnel (SFT) has been thought as a promising crossing technology and been studied in many countries for its realization. SFT has superior advantages to conventional crossing technologies such as bridge or subsea tunnel but it also requires technological innovation to keep the structural stability against environmental disturbance with safety measures for unexpected emergency. Therefore, various designs of SFT have been proposed for numerous crossing sites and its design standard has not yet been established. In Japan, the society of SFT research in Hokkaido, a consortium of the government, industries and academic organizations, had carried out a variety of feasibility studies through numerical simulations and experiments during the past 20 years in order to evaluate their applicability and to find out appropriate structural design. Geographical combination of water depth and crossing distance is one of the most important factors to decide the structural design as well as environmental conditions such as wave, current and earthquake. On the other hand, the balance of weight and buoyancy of the structure plays an important role to control the dynamic behavior of SFT when tension leg is used to stabilize a structure under water. Then, the materials used for the structure and the tension leg arrangements should be decided in order to satisfy those requirements. In this paper, recommended structural designs as well as their technological evaluation are introduced as a result of those various feasibility studies under different design conditions. (C) 2010 Published by Elsevier Ltd.
  • Structural Design Of Chilled Gas Pipeline Considering Adfreeze Strength Between Frost Bulb And Chilled Pipe
    International Symposium on Cold Region Development Vol. 9 117 2010年 [査読無し][通常論文]
  • Sustainable Development in Vulnerable Environments: For Construction and Engineering in Permafrost Regions
    International conference on Sustainable infrastructure and built environment in developing countries Vol. 1 1 (CD-ROM) 2009年 [査読無し][通常論文]
  • Shunji Kanie, Hikaru Okamoto, Motohiro Sato, Satoshi Akagawa Proceedings of the International Conference on Cold Regions Engineering Vol. 14 129 -138 2009年 [査読無し][通常論文]
     
    It is known that chilled gas pipelines buried at a boundary between permafrost and non-permafrost are subject to severe bending deformation since they are held tightly in the permafrost whereas the growth of frost bulbs in the non-permafrost region causes frost heave of the pipes. However, the flexural rigidity and the behavior of the pipeline and the surrounding frost bulb as a composite structure have not yet been studied, although they are important factors in evaluating structural safety and stability. The purpose of this study is to experimentally determine the interactions between a chilled gas pipeline and a frost bulb under the simplified condition of axial symmetry, and also to evaluate the adfreeze strength of the frost bulb and its dependence on boundary stress and temperature. Copyright ASCE 2009.
  • 鈴木 俊一, 本島 貴之, 苗村 由美, 久保 紳, 蟹江 俊仁 土木学会論文集 C 65 (3) 703 -715 2009年 [査読無し][通常論文]
  • フレキシブルパイプインパイプの提案とその曲げ特性に関する基礎的検討
    海洋開発論文集 Vol. 25 737 -740 2009年 [査読無し][通常論文]
  • Sustainable Development in Vulnerable Environments: For Construction and Engineering in Permafrost Regions
    International conference on Sustainable infrastructure and built environment in developing countries Vol. 1 1 (CD-ROM) 2009年 [査読無し][通常論文]
  • Shunji Kanie, Hikaru Okamoto, Motohiro Sato, Satoshi Akagawa Proceedings of the International Conference on Cold Regions Engineering Vol. 14 129 -138 2009年 [査読無し][通常論文]
     
    It is known that chilled gas pipelines buried at a boundary between permafrost and non-permafrost are subject to severe bending deformation since they are held tightly in the permafrost whereas the growth of frost bulbs in the non-permafrost region causes frost heave of the pipes. However, the flexural rigidity and the behavior of the pipeline and the surrounding frost bulb as a composite structure have not yet been studied, although they are important factors in evaluating structural safety and stability. The purpose of this study is to experimentally determine the interactions between a chilled gas pipeline and a frost bulb under the simplified condition of axial symmetry, and also to evaluate the adfreeze strength of the frost bulb and its dependence on boundary stress and temperature. Copyright ASCE 2009.
  • Motohiro Sato, Shunji Kanie, Takashi Mikami APPLIED MATHEMATICAL MODELLING 32 (5) 688 -699 2008年05月 [査読無し][通常論文]
     
    This paper presents the mathematical hypothesis that a beam on equidistant elastic supports (BOES) can be considered as a beam on an elastic foundation (BOEF) in static and free vibration problems. This modeling of BOES as BOEF is presumed to be applicable to a limited range of support stiffness, spacing and flexural rigidity of the beam. The authors investigate the applicability of the modeling of BOEF from the property of characteristic solutions obtained from governing equations of both BOES and BOEF. In this study, the formulation of BOES leads to governing difference equations, and the motions of BOEF are expressed by differential equations. This is because exact solutions must be employed in order to verify their analogy accurately. The characteristic solutions obtained from these two governing equations are compared to each other in order to investigate the relationship between them. (c) 2007 Elsevier Inc. All rights reserved.
  • 土木史研究論文集 Vol. 27 1 -12 2008年 [査読無し][通常論文]
  • Interactive stress between Frost Bulb and Chilled Pipe by an Axis-symmetric Freezing Experiment
    Ninth International Conference on Permafrost Vol. 9 895 -900 2008年 [査読無し][通常論文]
  • Technical improvement in design and construction methods for arch-shaped bridge and its background through survey of two stone bridges, Sapporo Sosseibashi and Nihonbashi
    Vol. 27 1 -12 2008年 [査読無し][通常論文]
  • Motohiro Sato, Shunji Kanie, Takashi Mikami MECHANICS RESEARCH COMMUNICATIONS 34 (5-6) 451 -459 2007年07月 [査読無し][通常論文]
     
    A new simplified structural model and its governing equations for beams on elastic foundations with elastic coupling are proposed. This modeling system is simple but appropriate for the initial structural design of large-scale submerged floating-beam structures moored by tension legs spaced at uniform interval along the beam. The model is actually for beam on discrete elastic supports rather than on continuous elastic foundations. Therefore, the governing equations are based on finite difference calculus and solutions for beams on discrete elastic supports with elasticity coupling are also proposed. To clarify the applicability limit of the proposed model, the equivalence between a beam on discrete elastic supports and that on continuous elastic foundation is investigated by comparisons of characteristic solutions. (c) 2007 Elsevier Ltd. All rights reserved.
  • 三次元流動解析に基づく底泥回収装置の検討
    海洋開発論文集 (32) 51 -56 2007年 [査読無し][通常論文]
  • Applied Mathematical Modelling 1 2007年 [査読無し][通常論文]
  • HG Tj, T Mikami, S Kanie, M Sato JOURNAL OF SOUND AND VIBRATION 290 (3-5) 785 -793 2006年03月 [査読無し][通常論文]
     
    Free vibrations of cylindrical shells partially buried in elastic foundations based on the finite element method were examined. The shells are discretized into cylindrical finite elements and the distribution of the foundation in the circumferential direction is defined by the expansion of Fourier series. The present formulation can be simply applied to consider non-uniformities in the foundation both in the circumferential and longitudinal directions. Convergence issues with the present method are explained. Numerical results of the natural frequency and mode for various shell geometries and foundation parameters are given to provide a clearer picture of the shell characteristics in linear vibrations. The relative stiffness ratio of foundation and shell is discussed. The results of free vibration analysis for partially suspended shells on elastic foundations are also presented. (c) 2005 Elsevier Ltd. All rights reserved.
  • Proc. Of Cold Regions Engineering CD-ROM 2006年 [査読無し][通常論文]
  • Response of Cylindrical Shells Partially Buried in Elastic Foundations to Impact Loads
    構造工学論文集 52A 1219 -1226 2006年 [査読無し][通常論文]
  • Proc. Of Cold Regions Engineering CD-ROM 2006年 [査読無し][通常論文]
  • HG Tj, T Mikami, S Kanie, M Sato THIN-WALLED STRUCTURES 43 (11) 1746 -1762 2005年11月 [査読無し][通常論文]
     
    The free vibration characteristics of fluid-filled cylindrical shells on elastic foundations are presented by a semi-analytical finite element method. A shell is discretized into cylindrical finite elements where shell governing equations based shape functions in the longitudinal direction are used instead of the usual simple polynomials. Non-uniformities of the foundations in the circumferential and longitudinal directions are handled by the Fourier series and an element mesh Strategy, respectively. The fluid domain is described by the potential flow theory. The hydrodynamic pressure acting on shells is derived from the condition for dynamic coupling of the fluid-structure. The effect of fluid in a shell, shell geometries, and foundation parameters on the dynamic behavior of fluid-containing shells is investigated. Numerical results based on the present method converge more rapidly than those obtained by the simple polynomial formulation. The method is suitable for the problem considered due to its generality, simplicity, and potential for further development. (c) 2005 Elsevier Ltd. All rights reserved.
  • H Gunawan, T Mikami, S Kanie, M Sato COMPUTERS & STRUCTURES 83 (21-22) 1730 -1741 2005年08月 [査読無し][通常論文]
     
    A method for analyzing cylindrical shells partially buried in an elastic foundation based on the finite element method is presented by using the expansion of a Fourier series in the circumferential direction to define the distribution of the foundation. Numerical analysis of convergence of the results is presented for a gravity load. The effect of the foundation on the distribution of stress resultants was investigated. Numerical results are also given for the internal liquid pressure load. In addition, cylindrical shells partially suspended on elastic foundations are also analyzed. (c) 2005 Elsevier Ltd. All rights reserved.
  • 旭 幸司, 高橋 伸次郎, 井上 卓悦, 蟹江 俊仁, 佐藤 太裕, 鈴木 雄太 海洋開発論文集 21 879 -883 2005年 [査読無し][通常論文]
  • Free Vibrations of Cylindrical Shells Partially Suspended on Elastic Foundation
    構造工学論文集 51A 1 -10 2005年 [査読無し][通常論文]
  • 蟹江 俊仁, 赤川 敏, 三上 隆, 佐藤 太裕, 金 高義 土木学会論文集 (798) 157 -166 2005年 [査読無し][通常論文]
  • 応用力学論文集 7 31 -38 2004年 [査読無し][通常論文]
  • 三倉 寛明, 蟹江 俊仁, 三上 隆, 佐藤 太裕 海洋開発論文集 20 85 -88 2004年 [査読無し][通常論文]
  • 応用力学論文集 Vol. 7 39 -45 2004年 [査読無し][通常論文]
  • 佐藤 太裕, 蟹江 俊仁, 三上 隆, 小室 達明 海洋開発論文集 20 1277 -1282 2004年 [査読無し][通常論文]
  • 佐藤 太裕, 小室 達明, 蟹江 俊仁, 三上 隆 海洋開発論文集 20 1283 -1286 2004年 [査読無し][通常論文]
  • Static and Free Vibration Analysis of Cylindrical Shells on Elastic Foundation
    構造工学論文集 50A 25 -34 2004年 [査読無し][通常論文]
  • 蟹江 俊仁, 佐藤 太裕, 三上 隆 海洋開発論文集 19 653 -658 2003年 [査読無し][通常論文]
  • 蟹江 俊仁, 佐藤 太裕, 三上 隆 海洋開発論文集 19 653 -658 2003年 [査読無し][通常論文]
  • 弾性床上梁にモデル化した水中浮遊式トンネルの波浪応答特性
    構造工学論文集 48A 27 -34 2003年 [査読無し][通常論文]
  • 佐藤 太裕, 蟹江 俊仁, 三上 隆 海洋開発論文集 19 649 -652 2003年 [査読無し][通常論文]
  • カルマンフィルタによる梁の衝撃力の同定
    構造工学論文集 48A 1485 -1491 2002年 [査読無し][通常論文]
  • 応用力学論文集 5 185 -190 2002年 [査読無し][通常論文]
  • 海洋開発論文集 17 193 -198 2001年 [査読無し][通常論文]
  • 海洋開発論文集 17 277 -280 2001年 [査読無し][通常論文]
  • A simplified Structural Model for Analysis of Submerged Floating Tunnel
    Proceedings of the Eighth East Asia-pacific Conference on Structural Engineering and Construction 1307 2001年 [査読無し][通常論文]
  • M Sato, S Kanie, T Mikami, T Yaginuma, H Hamaguchi STRAIT CROSSINGS 2001 535 -540 2001年 [査読無し][通常論文]
     
    This paper presents a modeling for simplified analysis of the global dynamic behaviors of Submerged Floating Tunnel (S.F.T.). The simple model that we proposed is a beam on elastic foundation. In static problems, it is known that this modeling of S.F.T as a beam on elastic foundation is applicable only to a limited range of support stiffness, spacing and flexural rigidity of the tunnel. However it should be verified that the modeling is applicable also for dynamic response analysis. In this study we investigate the applicability of this modeling in dynamic problems. As a result, we conclude that dynamic effect has no influence on equivalence and the modeling proposed in this study is useful even for dynamic problems.
  • S Kanie, T Mikami, H Horiguchi, N Miyauchi, Y Mizutani STRAIT CROSSINGS 2001 529 -534 2001年 [査読無し][通常論文]
     
    In case of SFT (Submerged Floating Tunnel) moored by inclined tension legs, unpredictable slack and snap are occasionally observed in experiment under severe wave condition. The authors assume that the non-linearity in restoring force is caused by the self-deformation of tension leg, usually called catenary curve, decided by the balance of self-weight and buoyancy of leg. In this paper, the non-linearity in restoring force is investigated first with varying the self-weight and buoyancy as well as the inclination angle of tension leg. The effects brought by the non-linearity in restoring force on the dynamic characteristics of SFT is discussed and the dynamic response of SIT due to wave is compared with those assuming its linearity. As a conclusion, how the non-linearity affects on the dynamic response of SIT is reported as well as some important findings.
  • 動的問題における水中浮遊式トンネルと弾性床上梁の等価性に関する検討
    構造工学論文集 47A 41 -49 2001年 [査読無し][通常論文]
  • 水中浮遊式トンネル解析における等価な弾性床上梁モデルについて
    構造工学論文集 46A 41 -48 2000年 [査読無し][通常論文]
  • Comparative Study on Interactive analyses between Soil and Pile Foundation under Liquefaction
    Proceedings of 12th World conference of Earthquake Engineering 6 113 -120 2000年 [査読無し][通常論文]
  • スターラップを有しないせん断破壊型RC梁の単一載荷衝撃実験
    構造工学論文集 46A 1807 -1816 2000年 [査読無し][通常論文]
  • 重錘先端形状がRC梁の衝撃挙動に与える影響
    コンクリート工学年次論文集 22 529 -534 2000年 [査読無し][通常論文]
  • 重錘落下を受けるRC梁の衝撃力測定法に関する一考察
    コンクリート工学年次論文集 22 523 -528 2000年 [査読無し][通常論文]
  • 蟹江 俊仁, 三上 隆, 角田 與史雄 土木学会論文集 (556) 159 -168 1997年 [査読無し][通常論文]
  • 海洋開発論文集 13 477 -486 1997年 [査読無し][通常論文]
  • 海洋開発論文集 8 481 -486 1992年 [査読無し][通常論文]
  • 土屋 正彦, 蟹江 俊仁, 池尻 一仁, 吉田 明, 佐伯 浩 海岸工学論文集 36 688 -692 1989年 [査読無し][通常論文]
  • N. Nakazawa, H. Saeki, T. Ono, T. Takeuchi, S. Kanie Journal of Offshore Mechanics and Arctic Engineering (ASME) 110 (1) 74 -80 1988年 [査読無し][通常論文]
     
    In cold regions, changes in water level can induce vertical forces on offshore structures (such as caisson and tower types) when sea ice cover to structure adfreeze bonding is present. This paper summarized the theoretical analyses of vertical ice forces as well as the results of experiments which identified the parameters required when estimating sea ice adfreeze bond strength. 1) Vertical Ice Forces. The authors have proposed a method of calculation that estimates the vertical ice forces taking the following into account: bending failure of the ice cover and adfreeze bond failure (shear induced). Calculation of vertical ice forces by this method requires the following information: bending strength of ice. Young’s modulus of ice, Poisson’s ratio of ice, and adfreeze bond strength to various materials. 2) Adfreeze Bond Strength of Sea Ice. The authors have been conducting, for 6 yr, adfreeze bond strength experiments between sea ice and various common construction materials for offshore structures such as concrete and steel. The following conclusions have been drawn from this study: (i) under certain conditions, the adfreeze bond strength of sea ice greatly depends on the surface roughness of construction materials (ii) adfreeze bond strength increases with decreasing sea ice temperature (iii) adfreeze bond strength decreases, approaching a constant, with increasing structure diameter (iv) adfreeze bond strength increases, approaching a constant, with increasing ice thickness (v) adfreeze bond strength is not greatly affected by push out velocity and stress rate. © 1988 by ASME.
  • Ice Forces due to Changes in Water Level and Adfreeze Bond Strength between Sea Ice and Various Materials
    Journal of Offshore Mechanics and Arctic Engineering 4 534 -540 1986年 [査読無し][通常論文]
  • 海岸工学論文集 32 638 -642 1985年 [査読無し][通常論文]

特許

  • 永久凍土地域のチルドガスパイプラインの曲げ応力抑制法
    2005 -064238

共同研究・競争的資金等の研究課題

  • 寒冷地域の構造物解析および設計
    研究期間 : 2001年
  • 流体と構造物あるいは地盤と構造物の連成振動問題の解析手法の研究

教育活動情報

主要な担当授業

  • Structural Design for Sustainable Environment(寒冷地構造設計E)
    開講年度 : 2018年
    課程区分 : 修士課程
    開講学部 : 工学院
  • 寒冷地構造設計特論
    開講年度 : 2018年
    課程区分 : 修士課程
    開講学部 : 工学院
  • 大学院共通授業科目(教育プログラム):RJE3
    開講年度 : 2018年
    課程区分 : 修士課程
    開講学部 : 大学院共通科目
    キーワード : 野外観測、タイガ、永久凍土、環境、文化
  • Structural Design for Sustainable Environment(寒冷地構造設計E)
    開講年度 : 2018年
    課程区分 : 博士後期課程
    開講学部 : 工学院
  • 寒冷地構造設計特論
    開講年度 : 2018年
    課程区分 : 博士後期課程
    開講学部 : 工学院
  • 一般教育演習(フレッシュマンセミナー)
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 全学教育
    キーワード : 都市,社会基盤,経済,海洋,地盤,橋梁,道路,鉄道,港湾,防災,河川
  • 構造力学Ⅰ
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : はり、カラム、断面力、影響線、断面一次モーメント、断面二次モーメント、主断面二次モーメント
  • 構造力学Ⅱ
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : 変形、応力、座屈、不静定、トラス
  • 構造力学演習Ⅰ
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : 力のつりあい 支点と反力 はり 断面力
  • 構造力学演習Ⅱ
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : トラス、変形、応力
  • 寒地環境工学
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : 寒冷地 氷海 河川氷(永久)凍土 コンクリート 雪 伝熱 交通工学
  • 科学・技術の世界
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 全学教育
    キーワード : 未来,科学技術,地球環境問題,宇宙開発,ロボット開発,クルマ,防災,社会基盤,生活
  • 環境と人間
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 全学教育
    キーワード : 社会基盤、建築空間創造、都市デザイン、国土政策、サステナビリティ、環境、防災


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