大崎 純 (Makoto Ohsaki)

審査付き論文

  1. 崔 京蘭,大崎 純, 中村奎吾,可展面を接続した自由曲面シェル構造の形状最適化, 日本建築学会構造系論文集, Vol. 82, No. 737, pp. 1137-1143, 2017.
  2. 藤田慎之輔,大崎 純, 關 和也,線織面で構成されるラチスシェルの形状最適化, 日本建築学会構造系論文集, Vol. 81, No. 730, pp. 2091-2099, 2016.
  3. M. Ohsaki, S. Tsuda and T. Hasegawa, Parameter optimization of tetrahedral tuned mass damper for three-directional seismic response reduction, Eng. Struct., Vol. 126, pp. 667-674, 2016.
  4. M. Ohsaki, T. Miyamuta and J. Y. Zhang, A piecewise linear isotropic-kinematic hardening model with semi-implicit rules for cyclic loading and its parameter identification, Computer Modeling and Engineering, Vol. 111(4), pp. 303--333, 2016.
  5. 崔 京蘭,周 广春,大崎 純, フラクタルによる自由曲面シェルのツリー型 支持構造の形態創生法,日本建築学会構造系論文集, Vol. 81, No. 728, pp. 1761-1769, 2016.
  6. 福島功太郎,大崎 純, 見上知広,宮津裕次,さまざまなユニットで構成された 耐震補強ブロック壁の組合せ最適化,日本建築学会構造系論文集, Vol. 81, No. 728, pp. 1657-1664, 2016.
  7. 高木次郎,大崎 純, 石川 栞,耐震架構全体分散型と外周集約型の 鋼構造事務所建物の保有水平耐力と地震応答,日本建築学会構造系論文集, Vol. 81, No. 728, pp. 1743-1751, 2016.
  8. Y. Miyazu, M. Ohsaki and S. Tsuda, Topology optimization of supporting structure for seismic response reduction of an arch, Science China Technological Sciences, Vol. 59(6), pp. 852-861, 2016.
  9. 山川誠,大崎純,順序統計量を用いて地震動特性のパラメータ変動を考慮した ロバスト最適設計,構造工学論文集,Vol.62B,pp. 381-386,2016.
  10. M. Ohsaki and S. Tsuda and Y. Miyazu, Design of linkage mechanisms of partially rigid frames using limit analysis with quadratic yield functions Int. J. Solids and Struct., Vol. 88--89, pp. 68-78, 2016.
  11. J. Y. Zhang and M. Ohsaki, Form-finding of complex tensegrity structures by dynamic relaxation method, J. Struct. Constr. Eng., AIJ, Vol. 81, No. 719, pp. 71-77, 2016.
  12. J. Y. Zhang and M. Ohsaki, Free-form design of tensegrity structures by combination of non-linear analysis and optimization techniques, J. Spatial Strutures, China Academic Journal Electronic Publishing House, Vol. 21(3), pp. 92-96, 2015; also published in Proc. 11th Asian Pacific Conf. on Shell and Spatial Struct (APCS 2015), 2015.
  13. 高木次郎,大崎 純, 耐震架構全体分散型と外周集約型の鋼構造事務所建物の 構造性状比較, 日本建築学会構造系論文集, Vol. 80, No. 715, pp. 1469-1478, 2015.
  14. 見上知広,大崎 純, 福島功太郎,建築骨組の耐震補強格子ブロックの形状最適化, 日本建築学会構造系論文集, Vol. 80, No. 715, pp. 1427-1434, 2015.
  15. M. Ohsaki, T. Miyamura, M. Kohiyama, T. Yamashita, M. Yamamoto and N. Nakamura, Finite-element analysis of laminated rubber bearing of building frame under seismic excitation, Earthquake Eng. Struct Dyn., Vol. 44, pp. 1881-1898, 2015.
  16. M. Ohsaki and J. Y. Zhang, Nonlinear programming approach to form-finding and folding analysis of tensegrity structures using fictitious material properties, Int. J. Solids and Struct., Vol. 69-70, pp. 1-10, 2015.
  17. T. Miyamura, T. Yamashita, H. Akiba and M. Ohsaki, Dynamic FE simulation of four-story steel frame modeled by solid elements and its validation using results of full-scale shake-table test, Earthquake Eng. Struct Dyn., Vol. 44, pp. 1449-1469, 2015.
  18. 宮津裕次,大崎 純, 野添順規,鋼材パネルダンパーの開口部形状最適化, 構造工学論文集, Vol. 61B, pp. 489-494, 2015.
  19. M. Yamakawa, M. Nihei, M. Tatibana, K. Hukazawa, M. Ohsaki, T. Nakamura and H. Yamanouchi, Modeling and simulation of spring steel damper based on parameter identification with a heuristic optimization approach, J. Mechanical Science and Technology, KSME, Vol. 29, No. 4, pp. 1465-1472, 2015.
  20. H. Tagawa, T. Miyamura, T. Yamashita, M. Kohiyama and M. Ohsaki, Detailed finite element analysis of full-scale four-story steel frame structure subjected to consecutive ground motions, Int. J. High-Rise Buildings, Vol. 4(1), pp. 65-73, 2015.
  21. M. Ohsaki, Y. Kanno and S. Tsuda, Linear programming approach to design of spatial link mechanism with partially rigid joints, Struct. Multidisc. Optim., Vol. 50, pp. 945-956, 2014.
  22. 山下拓三, 大崎 純, 小檜山雅之, 宮村倫司, 張 景耀, 田川浩之, 繰り返し載荷を 受ける合成梁の詳細有限要素解析, 日本建築学会構造系論文集, Vol. 79, No. 704, pp. 1481-1490, 2014.
  23. M. Ohsaki, O. Iwatsuki and H. Watanabe, Seismic response of building frames with flexible base optimized for reverse rocking response, Eng. Struct. Vol. 74(1), pp. 170-179, 2014.
  24. 小檜山雅之, 大崎 純, 宮村倫司, 山下拓三, 数値震動台を用いたALCパネルの角部 接触の有限要素解析, 構造工学論文集, Vol. 60B, pp. 463-470, 2014.
  25. 古田理恵, 山川 誠, 加藤直樹, 荒木慶一, 大崎 純, 組合せ剛性理論に基づく 冗長性を付与したトラス構造物の最適設計法, 日本建築学会構造系論文集, Vol. 79, No. 699, pp. 583--592, 2014.
  26. M. Ohsaki, S. Tsuda and H. Watanabe, Optimization of retractable structures utilizing bistable compliant mechanism, Eng. Struct., Vol. 56, pp. 910-918, 2013.
  27. 野添順規,大崎 純,渡邊 秀和,有限要素解析と発見的手法によるせん断型鋼板 ダンパーの最適化, 日本建築学会構造系論文集, Vol. 78, No. 689, pp. 1247-1252, 2013.
  28. 大崎 純, 桂 正彦, 渡邊秀和, 引野 剛, 鋼構造骨組の実大実験結果を用いた解析パラメータの 同定と地震応答のばらつきの評価, 構造工学論文集, Vol. 59B, pp. 201-209, 2013.
  29. 津田勢太, 大崎 純, 菊川翔平, 寒野善博, 部分剛節骨組の安定性評価とメカニズムの解析, 日本建築学会構造系論文集, Vol. 78, No. 686, pp. 791-798, 2013.
  30. M. Ohsaki and J. Y. Zhang, Prediction of inelastic seismic responses of arch-type long-span structures using a series of multimodal pushover analyses, J. Int. assoc. Shell and Spatial Struct., Vol. 54(1), pp. 27-37, 2013.
  31. 藤田慎之輔,大崎 純, パラメトリック曲面で定義されたラチスシェルの部材長一様化と 剛性最大化を目的とした形状最適化, 日本建築学会構造系論文集, Vol. 78, No. 685, pp. 495-502, 2013.
  32. 山川 誠,大崎 純,満田衛資,弾塑性時刻歴応答を考慮した鋼構造建物の設計問題のための部分 感度情報を用いた最適設計,日本建築学会構造系論文集,Vol. 78, No. 683, pp. 91-99, 2013.
  33. J. Y. Zhang and M. Ohsaki, Self-equilibrium and stability of regular truncated tetrahedral tensegrity structures, J. Mech. Phys. Solids, Vol. 60, pp. 1757-1770, 2012.
  34. M. Ohsaki and M. Katsura, a random sampling approach to worst-case design of structures, Struct. Multidisc. Optim., Vol. 46, pp. 27--39, 2012.
  35. M. Ohsaki and T. Nakajima, Optimization of link member of eccentrically braced frames for maximum energy dissipation, J. Constr. Steel Res., Vol. 75, pp. 38-44, 2012.
  36. 津田勢太,大崎 純,空間構造物の2方向応答制御のためのコンプライアント メカニズムで構成されたマスダンパーのパラメータ最適化,日本建築学会 構造系論文集,Vol. 77, No. 673, pp. 379--387, 2012.
  37. M. Ohsaki, J. Y. Zhang and I. Elishakoff, Multiobjective hybrid optimization-antioptimization for force design of tensegrity structures, J. appl. Mech., Vol. 79, No. 2, pp. 021015-1-8, 2012.
  38. T. Miyamura, M. Ohsaki, M. Kohiyama, D. Isobe, K. Onda, H. akiba, M. Hori, K. Kajiwara and T. Ine, Large-scale FE analysis of steel building frames using E-Simulator, Progress in Nuclear Science and Technology, Vol. 2, pp. 651-656, 2011.
  39. J. Y. Zhang and M. Ohsaki, Force identification of prestressed pin-jointed structures, Comp. & Struct., Vol. 89, pp. 2361-2368, 2011.
  40. M. Ohsaki, T. Nakajima, J. Fujiwara and F. Takeda, Configuration optimization of clamping members of frame-supported membrane structures, Eng. Struct., Vol. 33, pp. 3620--3627, 2011.
  41. R. Watada, M. Ohsaki and Y. Kanno, Non-uniqueness and Symmetry of Optimal Topology of a Shell for Minimum Compliance, Struct. Multidisc. Optim., Vol. 43, pp. 459-471, 2011.
  42. Y. Kanno and M. Ohsaki, a Non-Interior Implicit Smoothing approach to Complementarity Problems for Frictionless Contacts, Comp. Meth. appl. Mech. Engng., Vol. 200, pp. 1176--1185, 2011.
  43. 引野 剛, 岡崎太一郎,鈴木直幹,大崎 純, 中島正愛, 各種ブレース付き 鉄骨平面骨組の非定常動的応答振動台実験, 鋼構造年次論文報告集, pp. 361-368, 2010.
  44. S. Fujita and M. Ohsaki, Shape optimization of free-form shells using invariants of parametric surface, Int. J. Space Struct., Vol. 25, pp. 143-157, 2010.
  45. 引野 剛, 大崎 純, 笠井和彦, 多田元英, 中島正愛, 実大4層鉄骨造建物の ブラインド解析コンテストに基づく解析精度の検討, 日本建築学会構造系 論文集, Vol. 75, No. 655, pp. 1717-1726, 2010.
  46. 島田侑子, 吹田啓一郎, 山田 哲, 松岡祐一, 多田元英, 大崎 純, 笠井和彦, 震動台実験における倒壊挙動: 実大4 層鉄骨造建物の完全崩壊実験その3, 日本建築学会構造系論文集, Vol. 75, No. 653, pp. 1351-1360, 2010.
  47. T. Miyamura, Y. Kanno and M. Ohsaki, Combined interior-point method and semismooth Newton method for frictionless contact problem, Int. J. Num. Meth. Eng., Vol. 81, pp. 701-727, 2010.
  48. 宮井周平, 水川尚彦, 古阪秀三, 金多 隆, 石田泰一郎, 大崎 純, 原田和典, 多様化する職能の類型化と生成過程の考察, 日本建築学会計画系論文集, Vol. 75, No. 650, pp. 1557--1562, 2010.
  49. J. Y. Zhang, S. D. Guest, R. Connelly and M. Ohsaki, Dihedral `star' tensegrity structures, Int. J. Solids and Struct., Vol. 47(1), pp. 1-9, 2010.
  50. 木下拓也, 大崎 純, 柔な構造による免震デバイスモデルのトポロジー 最適化, 日本建築学会構造系論文集, Vol. 75, No. 647, pp. 113-119, 2010.
  51. S. Morooka, S. Tsuda and M. Ohsaki, Seismic performance evaluation of school gymnasium using static analysis, J. Korean assoc. Spatial Struct., Vol. 9(4), pp. 49-59, 2009.
  52. T. Yamashita, T. Kumagai, T. Miyamuta, T. Ogawa and M. Ohsaki, application of the multigrid method to finite element analysis of fluid flow around domes in strong wind, J. Int. assoc. for Shell and Spatial Struct., Vol. 50(3), pp. 181-191, 2009.
  53. T. Kinoshita and M. Ohsaki, Synthesis of bistable compliant structures from truss mechanism, J. Computational Science and Technology, JSME, Vol. 3(2), pp. 417-425, 2009.
  54. T. Kinoshita, M. Ohsaki and T. Nakajima, Topology optimization of compliant mechanisms for vertical seismic isolation of spatial structures, J. Int. assoc. for Shell and Spatial Struct., Vol. 50(2), pp. 89-96, 2009.
  55. K. Ikeda, M. Ohsaki, K. Sudo and T. Kitada, Probabilistic analysis of buckling loads of structures via extended Koiter law, Struct. Eng. Mech., Vol. 32(1), pp. 167-178, 2009.
  56. 和多田 遼,大崎 純, 典型的部材配置の組合せによるトラスのトポロジー 最適化, 日本建築学会構造系論文集, Vol. 74, No. 639, pp. 857-863, 2009.
  57. 藤田慎之輔,大崎 純, ひずみエネルギーとパラメトリック曲面の代数不変 量を考慮したシェルの形状最適化, 日本建築学会構造系論文集, Vol. 74, No. 639, pp. 841-847, 2009.
  58. 内田篤志,大崎 純, 張 景耀,高次モードを考慮した静的解析による空間構 造の弾塑性地震応答推定法, 構造工学論文集, Vol. 55B, pp. 49-56, 2009.
  59. M. Ohsaki, H. Tagawa and P. Pan, Shape optimization of reduced beam section under cyclic loads, J. Constructional Steel Research, Vol. 65, pp.1511--1519, 2009.
  60. M. Ohsaki, T. Miyamura, M. Kohiyama, M. Hori, H. Noguchi, H. akiba, K. Kajiwara and T. Ine, High-precision finite element analysis of elastoplastic dynamic responses of super-highrise steel frames, Earthquake Eng. Struct Dyn., Vol. 38, pp. 635-654, 2009.
  61. J. Y. Zhang, S. D. Guest and M. Ohsaki, Symmetric prismatic tensegrity structures: Part I. Configuration and stability, Int. J. Solids and Struct., Vol. 46(1), pp. 1-14, 2009.
  62. J. Y. Zhang, S. D. Guest and M. Ohsaki, Symmetric prismatic tensegrity structures: Part II. Symmetry-adapted formulations, Int. J. Solids and Struct., Vol. 46(1), pp. 15-30, 2009.
  63. M. Ohsaki and K. Ikeda, Imperfection sensitivity of degenerate hilltop branching points, Int. J. Non-linear Mech., Vol. 44, pp. 324-336, 2009.
  64. 山下拓三,熊谷知彦,小河利行,宮村倫司, 大崎 純, マルチグリッド法と 可変複合モデルを用いた強風を受けるシェル構造物の屋根形状最適化, 日本建築学会構造系論文集, Vol. 74, No. 636, pp. 297-304, 2009.
  65. 横瀬元彦, 金多 隆,古阪秀三,原田和典,大崎 純,岡田康嗣,申 珍浩, 新井宗亮, 香椎英樹,中園克己,加藤憲和,多賀谷一彦,大竹康久, 分譲集合住宅の発注者支援リスクマネジメントシステムの開発,総合論文誌 第7号, 都市・建築に関わる安全・安心のフロンティア, pp. 93-98, 2009.
  66. T. Miyamura, Y. Kanno and M. Ohsaki, a practical variant of the semismooth Newton method for frictionless contact problems, trusses considering geometrical nonlinearity, J. Computational Science and Technology, JSME, Vol. 3, No. 1, pp. 54-65, 2009.
  67. M. Ohsaki, N. Katoh, T. Kinoshita, S. Tanigawa, D. avis and I. Streinu, Enumeration of optimal pin-jointed bistable compliant mechanisms with non-crossing members, Struct. Multidisc. Optim., Vol. 37, pp. 645-651, 2009.
  68. Y. Kanno and M. Ohsaki, Optimization-based stability analysis of structures under unilateral constraints, Int. J. Numer. Meth. Eng., Vol. 77, pp. 90-125, 2009.
  69. T. Hagishita and M. Ohsaki, Topology optimization of trusses by growing ground structure approach, Struct. Multidisc., Vol. 37, No. 4, pp. 377-393, 2009.
  70. 大崎 純,局所探索法による鋼構造骨組の多目的最適化,日本建築学会構造 系論文集, Vol. 73(634), pp. 2135-2141, 2008.
  71. T. Hagishita and M. Ohsaki, Topology mining for optimization of framed structures, J. advanced Mechanical Design, Systems, and Manufacturing, JSME, Vol. 2, No. 3, pp. 417-428, 2008.
  72. T. Hagishita and M. Ohsaki, Optimal placement of braces for steel frames with semi-rigid joints by scatter search, Comp. \& Struct, Vol. 86, pp. 1983-1993, 2008.
  73. 萩下敬雄, 大崎 純, 発見的手法と非線形計画法の統合による離散構造の位 相最適化, 日本建築学会構造系論文集, Vol. 73(633), pp. 1959--1965, 2008.
  74. D. avis, N. Katoh, M. Ohsaki, I. Streinu and S. Tanigawa, Enumerating constrained non-crossing minimally rigid frameworks, Discrete Comput. Geom., Vol. 40, pp. 31-46, 2008.
  75. M. Ohsaki, J. Y. Zhang and Y. Ohishi, Force design of tensegrity structures by enumeration of vertices of feasible region, Int. J. Space Struct., Vol. 23(2), pp. 117-126, 2008.
  76. M. Ohsaki and T. Ogawa, Code-based design optimization of single-layer latticed dome, J. Int. assoc. Shell and Spatial Struct., Vol. 49(1), pp. 49-55, 2008.
  77. M. Ohsaki and Y. Kanno, Stability analysis of cable-bar structures by inverse-power method for eigenvalue analysis with penalization, Int. J. Solids and Struct, Vol. 45, pp. 4264-4273, 2008.
  78. M. Ohsaki, J. Y. Zhang, and J. Y. Kim, Multiobjective optimization for force design of tensegrity structures, J. Korean assoc. Spatial Struct., Vol. 8(1), pp. 49-56, 2008.
  79. Y. Xu, W. Dai, N. Katoh and M. Ohsaki, Triangulating a convex polygon with fewer number of non-standard bars, Theoretical Computer Science, Vol. 389, pp. 143-151, 2007.
  80. M. Ohsaki, T. Kinoshita and P. Pan, Multiobjective heuristic approaches to design of frames with standard sections, Earthquake Engng. Struct. Dyn., Vol. 36(11), pp. 1481-1495, 2007.
  81. 宮村倫司,熊谷知彦,小河利行,小形信太郎,大崎 純, シェル屋根面周辺 の流れの三次元非圧縮性粘性流体解析へのマルチグリッド法の適用, 日本建築学会構造系論文集, No. 618, 2007.
  82. P. Pan, M. Ohsaki and H. Tagawa, Shape optimization of H-beam flange for maximum plastic energy dissipation, J. Struct. Eng., aSCE, Vol. 133(8), pp. 1176-1179, 2007.
  83. K. Ikeda and M. Ohsaki, Generalized sensitivity and probabilistic analysis of buckling loads of structures, Int. J. Non-linear Mechanics, Vol. 42, pp. 733-743, 2007.
  84. D. avis, N. Katoh, M. Ohsaki, I. Streinu and S. Tanigawa, Enumerating non-crossing minimally rigid frameworks, Graphs and Combinatorics, 23(Suppl), pp. 117-134, 2007.
  85. 藤原 淳, 瀬川信哉, 小田憲史, 藤井文夫, 大崎 純, 野口裕久, たるみ性ネッ トの載荷実験と計算モデル, 日本建築学会構造系論文集, No. 616, pp. 67--72, 2007.
  86. 大崎 純, 西脇眞二, 幾何学的非線形性を考慮したトラスの形状・トポロジー 最適化によるリンク機構の生成, 日本機械学会論文集a, Vol. 73, No. 729, pp. 659--665, 2007; English version: M. Ohsaki and S. Nishiwaki, Generation of link mechanism by shape-topology optimization of trusses considering geometrical nonlinearity, J. Computational Science and Technology, Vol. 3, No. 1, pp. 46--53, 2009.
  87. J. Y. Zhang and M. Ohsaki, Stability conditions for tensegrity structures, Int. J. Solids and Struct., Vol. 44, No. 11-12, pp. 3875-3886, 2007.
  88. P. Pan, M. Ohsaki and T. Kinoshita, Constraint approach to performance-based design of steel moment-resisting frames, Eng. Struct., Vol. 29, pp. 186-194, 2007.
  89. 大崎 純, 池田清宏, 複数の部材座屈と極限点が重複するアーチ状トラスの 最悪不整, 日本建築学会構造系論文集, No. 611, pp. 71-77, 2007.
  90. J. Y. Zhang and M. Ohsaki, Form-finding of tensegrity structures subjected to geometrical constraints, Int. J. Space Struct., Vol. 21, No. 4, pp. 183-195, 2006.
  91. M. Ohsaki and J. Y. Zhang, Stability conditions of prestressed pin-jointed structures, Int. J. Non-linear Mech., Vol. 41, pp. 1109-1117, 2006.
  92. 大崎 純,田川 浩,潘 鵬,弾塑性応答を考慮したH形鋼梁のフランジ形状 最適化 ―載荷実験と有限要素解析,鋼構造論文集,Vol. 13, No. 52, pp. 65-72, 2006.
  93. J-Y. Zhang and M. Ohsaki, adaptive force density method for form-finding problem of tensegrity structures, Int. J. Solids and Struct., Vol. 43, No. 18--19, pp. 5658-5673, 2006.
  94. M. Ohsaki and K. Ikeda, Imperfection sensitivity analysis of hill-top branching with many symmetric bifurcation points, Int. J. Solids and Struct., Vol. 43, No. 16, pp. 4704-4719, 2006.
  95. M. Ohsaki, Local and global searches of approximate optimal designs of regular frames, Int. J. Numer. Meth. Engng., Vol. 67, pp. 132-147, 2006.
  96. P. Pan, H. Tomofuji, T. Wang, M. Nakashima, M. Ohsaki and K. M. Mosalam, Developement of peer-to-peer (P2P) internet online hybrid test system, Earthquake Engng. Struct. Dyn., Vol. 35, pp. 867-890, 2006.
  97. 友藤 洋,潘 鵬,王 涛,吉竹宣也,中島正愛,大崎 純,ソケット通信と 分散処理を用いたオンライン応答実験システムの構築,日本建築学会構造系 論文集, No. 603, pp. 31-37 , 2006.
  98. 新井宗亮,古阪秀三,金多 隆,大崎 純,原田和典,横瀬元彦,香椎英樹, 中園克己,加藤憲和, 超高層集合住宅のプロジェクトライフサイクルにおけ るリスクマネジメントシステムの開発, 日本建築学会計画系論文集, No. 602, pp. 151-158 , 2006.
  99. R. Weitzmann, M. Ohsaki and M. Nakashima, Simplifid methods for design of base-isolated structures in the long-period high-damping range, Earthquake Engng. Struct. Dyn., Vol. 35, pp. 497-515, 2006.
  100. J-Y. Zhang, M. Ohsaki and Y. Kanno, a direct approach to design of geometry and forces of tensegrity structures, Int. J. Solids and Struct., Vol. 43, No. 7, pp. 2260-2278, 2006.
  101. Y. Kanno and M. Ohsaki, Contact analysis of cable networks by using second-order cone programming, SIaM J. Sci. Comput., Vol. 27, No. 6, pp. 2032-2052, 2006.
  102. J-Y. Zhang and M. Ohsaki, Form-finding of self-stressed structures by an extended force density method, J. Int. assoc. for Shell and Spatial Struct., Vol. 46(3), pp. 159-166, 2005.
  103. T. Ogawa, M. Ohsaki, T. Miyamura and T. Kumagai, Shape optimization of shell roofs subjected to strong wind by using a variable complexity model, J. Int. assoc. for Shell and Spatial Struct., Vol. 46(2), pp. 108-115, 2005.
  104. M. Ohsaki and S. Nishiwaki, Shape design of pin-jointed multistable compliant mechanism using snapthrough behavior, Struct. Multidisc. Optim., Vol. 30, pp. 327-334, 2005.
  105. Y. Kanno and M. Ohsaki, Minimum principle of complementary energy for nonlinear elastic cable networks with geometrical nonlinearity, J. Opt. Theory and appl., Vol. 126(3), pp. 617-641, 2005.
  106. 織田泰弘,古阪秀三,金多 隆,大崎 純,原田和典,新井宗亮,中西基晴, 超高層集合住宅におけるリスクマネジメントに関する研究―定量的分析と リスク戦略の最適化―,日本建築学会計 画系論文集,No. 594, pp. 117-124, 2005.
  107. M. Ohsaki, Design sensitivity analysis and optimization for nonlinear buckling of finite-dimensional elastic conservative structures, Comp. Meth. appl. Mech. Engng., Vol. 194, pp. 3331-3358, 2005.
  108. T. Wang, P. Pan, H. Tomofuji, M. Nakashima and M. Ohsaki, Online hybrid test combined with general-purpose finite element program, J. Struct. Eng., aIJ, Vol. 51B, pp. 261-268, 2005.
  109. M. Ohsaki and N. Katoh, Topology optimization of trusses with stress and local constraints on nodal stability and member intersection, Struct. Multidisc. Optim., Vol. 29, pp. 190-197, 2005.
  110. K. Ikeda, M. Ohsaki and Y. Kanno, Imperfection sensitivity of hilltop branching points of systems with dihedral group symmetry, Int. J. Non-linear Mech., Vol. 40, pp. 755-774, 2005.
  111. 大崎 純,西脇眞二,スナップスルーを利用したバイステーブルコンプライ アントメカニズムの形状設計法,日本機械学会論文集a,Vol. 70, No. 700, pp. 23-28, 2004.
  112. M. Ohsaki, Maximum load factors corresponding to a slightly asymmetric bifurcation point, Int. J. Mech. Sci., Vol. 46, No. 11, pp. 1621-1634, 2004.
  113. 田川 浩,近藤貴士,大崎 純,入力地震動の空間変動が立体トラスの最 適設計に及ぼす影響,日本建築学会構造系論文集, No. 500, pp. 85-92, 2004.
  114. J. Takagi and M. Ohsaki, Design of lateral braces for columns considering critical imperfection of buckling, Int. J. Structural Stability and Dynamics, Vol. 4, No. 1, pp. 69-88, 2004.
  115. M. Ohsaki, Sensitivity analysis of an optimized bar-spring model with hill-top branching, archive of applied Mechanics, Vol. 73, pp. 241-251, 2003.
  116. M. Ohsaki, Optimum design of flexible structures under constraints on strain energy and asymptotic stability, Comp. Meth. appl. Mech. Engng., Vol. 192, pp. 4487-4496, 2003.
  117. 小河利行,大崎 純,立石理恵,線形座屈荷重最大化と部材長一様化を目的 とした単層ラチスシェルの形状最適化,日本建築学会構造系論文集, No. 570, pp. 129-136, 2003.
  118. Y. Kanno and M. Ohsaki, Minimum principle of complementary energy of cable networks by using second-order cone programming, Int. J. Solids and Struct. Vol. 40(17), pp. 4437-4460, 2003.
  119. 大崎 純,支持構造物の剛性を考慮したアーチ状トラスの地震応答評価と最 適設計, 日本建築学会構造系論文集, No. 566, pp. 53-58, 2003.
  120. 藤原 淳,大崎 純, 上谷宏ニ,膜構造物の張力再導入機構と形状の最適化, 構造工学論文集, Vol. 49B, pp. 335-342, 2003.
  121. 有尾一郎,大崎 純, 感度解析による修正剛性法の一般化とそれに基づく分 岐経路の探索,構造工学論文集, Vol. 49B, pp. 327-334, 2003.
  122. M. Ohsaki, T. Ogawa and R. Tateishi, Shape optimization of curves and surfaces considering fairness metrics and elastic stiffness, Struct. Multidisc. Optim., Vol. 24, pp. 449-456, 2003.
  123. M. Ohsaki and J. Fujiwara, Developability conditions for prestress optimization of a curved surface, Comp. Meth. appl. Mech. Engng., Vol. 192, pp. 77-94, 2003.
  124. M. Ohsaki, Imperfection sensitivity of optimal symmetric braced frames against buckling, Int. J. Non-linear Mech., Vol. 38, pp. 1103-1117, 2003.
  125. F. aurenhammer, N. Katoh, H. Kojima, M. Ohsaki and Y-F. Xu, approximating uniform triangular meshes in polygons, Theoretical Computer Science, Vol. 289, pp. 879-895, 2002.
  126. Y. Kanno, M. Ohsaki and J. Ito, Large-deformation and friction analysis of non-linear elastic cable networks by second-order cone programming, Int. J. Numer. Meth. Engng., Vol. 55, pp. 1079-1114, 2002.
  127. Y. Kanno, M. Ohsaki and N. Katoh, Symmetricity of the solution of semidefinite programming, Struct. Multidisc. Optim., Vol. 24, pp. 225-232, 2002.
  128. M. Ohsaki, Structural optimization for specified nonlinear buckling load factor, Japan J. of Industrual and appl. Math., Vol. 19, No. 2, pp. 163-179, 2002.
  129. 藤原 淳,大崎 純,水谷太朗,北折智規,加藤直樹,細澤 治,ケーブル補 強骨組構造物の張力及び施工順序最適化,日本建築学会構造系論文集, No. 556, pp. 101-107, 2002.
  130. M. Ohsaki, Maximum loads of imperfect systems corresponding to stable bifurcation, Int. J. Solids Struct., Vol. 39, pp. 927-941, 2002.
  131. 石井一夫, 加藤史郎, 大森博司, 小田憲史, 藤本益美, 元結正次郎, 大崎 純, 中澤祥二, 小西克尚, 骨組膜構造物の耐震性能評価のための地震 応答解析, 膜構造研究論文集,No. 15, pp. 1-12, 2001.
  132. Y. Kanno, M. Ohsaki, K. Murota and N. Katoh, Group symmetry in interior-point methods for semi-definite program, Optimization and Engineering, Vol. 2, pp. 293-320, 2001.
  133. Y. Kanno, M. Ohsaki and N. Katoh, Sequential semidefinite programming for optimization of framed structures under multimodal buckling constraints, Int. J. Structural Stability and Dynamics, Vol. 1, No. 4, pp. 585-602, 2001.
  134. M. Ohsaki, Sensitivity of optimum designs for spatially varying ground motions, J. Struct. Eng., aSCE, Vol. 127(11), pp. 1324-1329, 2001.
  135. Y. Kanno and M. Ohsaki, Necessary and sufficient conditions for global optimality of eigenvalue optimization problems, Struct. Multidisc. Optim., Vol. 22, pp. 248-252, 2001.
  136. 藤原 淳, 大崎 純, 上谷宏二, 材料の粘弾性特性を考慮した膜構造物の裁断 図設計法, 日本建築学会構造系論文集, No. 545, pp. 103-109, 2001.
  137. M. Ohsaki, Sensitivity analysis and optimization corresponding to a degenerate critical point, Int. J. Solids Struct., Vol. 38, pp. 4955-4967, 2001.
  138. M. Ohsaki, Sensitivity analysis of coincident critical loads with respect to minor imperfection, Int. J. Solids Struct., Vol. 38, pp. 4571-4583, 2001.
  139. 寒野 善博, 大崎 純, 藤澤 克樹, 加藤 直樹, 半正定値計画法を用いた指定 座屈荷重係数を有するトラスのトポロジー最適化, 日本建築学会構造系論文 集, No. 541, pp. 113-119, 2001.
  140. 上谷宏二, 満田衛資, 大崎 純, 境界形状と応力比を設計パラメータとした 骨組膜構造の裁断図形状設計, 日本建築学会構造系論文集, No. 540, pp. 73-78, 2001.
  141. M. Ohsaki, Random search method based on exact reanalysis for topology optimization of trusses with discrete cross-sectional areas, Comput. & Struct., Vol. 79(6), pp. 673-679, 2001.
  142. K. Uetani, E. Fujii, M. Ohsaki and J. Fujiwara, Initial stress field determination of membranes using optimization technique, Int. J. Space Structures, Vol. 15(2), pp. 137-143, 2000.
  143. M. Ohsaki, Optimization of geometrically nonlinear symmetric systems with coincident critical points, Int. J. Numer. Meth. Engng., Vol. 48, pp. 1345-1357, 2000.
  144. M. Ohsaki and M. Hayashi, Fairness metrics for shape optimization of ribbed shells, J. Int. assoc. Shells and Spatial Struct., Vol. 41(1), pp. 31-39, 2000.
  145. 大崎 純, 田川 浩, 加藤祐司, 地震動の空間変動を考慮した構造物の最適設 計, 構造工学論文集, Vol. 46B, pp. 9-18, 2000.
  146. M. Ohsaki and K. Uetani, Shape-stress trade-off design of membrane structures for specified sequence of boundary shapes, Comp. Meth. appl. Mech. Engng., Vol. 182, pp. 73-88, 2000.
  147. 大崎 純, 藤原 淳, 北折智規, 1次固有振動数を剛性の指標とした膜構造物 の初期応力・形状設計法, 膜構造研究論文集, No. 13, pp. 15-22, 1999.
  148. 大崎 純, 静的繰り返し載荷を受ける弾塑性トラスの最適設計, 日本建築学会構造系論文集, No. 525, pp. 57-62, 1999.
  149. M. Ohsaki, K. Fujisawa, N. Katoh and Y. Kanno, Semi-definite programming for topology optimization of trusses under multiple eigenvalue constraints, Comp. Meth. appl. Mech. Engng., Vol. 180, pp. 203-217, 1999.
  150. 田川 浩,大崎 純, 一様部材断面積を有する平面トラスのトポロジー・節点 位置同時最適化,日本建築学会構造系論文集, No. 521, pp. 73-80, 1999.
  151. M. Ohsaki, Discontinuity in sensitivity of elastoplastic bifurcation loads of finite dimensional symmetric structures, Comp. Mech., Vol. 23, pp. 404-410, 1999.
  152. 大崎 純, 藤原 淳, 膜材料の非線形性と異方性を考慮した膜構造物の応力・ 形状最適化, 膜構造研究論文集, No. 12, pp. 1-9, 1998.
  153. M. Ohsaki, K. Uetani and M. Takeuchi, Optimization of imperfection-sensitive symmetric systems for specified maximum load factor, Comp. Meth. appl. Mech. Engng., Vol. 166, pp. 349-362, 1998.
  154. M. Ohsaki, Tsuneyoshi nakamura and Y. Isshiki, Shape-size optimization of plane trusses with designer's preference, J. Struct. Engng., aSCE, Vol. 124, No. 11, pp. 1323-1330, 1998.
  155. 大崎 純, マルコフ連鎖モデルと遺伝的アルゴリズムによる施設配置最適化, 日本建築学会計画系論文集, No. 510, pp. 251-258, 1998.
  156. 大崎 純, 山川 誠, 膜構造物の静的載荷時の剛性を考慮した初期応力・裁断 膜形状最適化, 膜構造研究論文集, No. 11, pp. 31-38, 1997.
  157. M. Ohsaki, Simultaneous optimization of topology and geometry of a regular plane truss, Comput. \& Struct., Vol. 66(1), pp. 69-77, 1997.
  158. M. Ohsaki, Tsuneyoshi Nakamura and M. Kohiyama, Shape optimization of a double-layer space truss described by a parametric surface, Int. J. Space Structures, Vol. 12(2), pp. 109-119, 1997.
  159. M. Ohsaki, Sensitivity analysis of elastoplastic structures by using explicit integration method, appl. Mech. Rev., Vol. 50(11), 1997.
  160. 大崎 純, パラメトリック複合領域最適化手法による建築構造システムの最 適設計, 構造工学論文集, Vol. 43B, pp. 79-88, 1997.
  161. 大崎 純, 上谷 宏二, 高谷 真次,逆問題型手法による膜構造物の目標形状・ 応力トレードオフ設計法,日本建築学会構造系論文集, No. 488, pp. 107-115, 1996.
  162. 大崎 純, 中村恒善, 境界ケーブルを有するケーブルネットの境界形状・初期張力指定形状設計法, 構造工学論文集, Vol. 42B, pp. 287-294, 1996.
  163. M. Ohsaki and K. Uetani, Sensitivity analysis of bifurcation load of finite dimensional symmetric systems, Int. J. Num. Meth. Engng., Vol. 39, pp. 1707-1720, 1996.
  164. M. Ohsaki and Tsuneyoshi Nakamura, Minimum constraint perturbation method for topology optimization of systems, Eng. Opt., Vol. 26, pp. 171-186, 1996.
  165. M. Ohsaki, a higher order expansion method for structural optimization for specified fundamental eigenvalue, Eng. Opt., Vol. 26, pp. 123-136, 1996.
  166. 大崎 純, 弾塑性トラスの材料定数に関する感度解析, 鋼構造年次論文報告集, Vol. 3, pp. 31-36, 1995.
  167. 大崎 純, 上谷 宏二, 増分摂動法を用いた弾塑性トラスの設計感度解析, 日本建築学会構造系論文集, No. 477, pp. 49-56, 1995.
  168. M. Ohsaki, Genetic algorithm for topology optimization of trusses, Comput. & Struct, Vol. 57(2), pp. 219-225, 1995.
  169. 大崎 純, 中村恒善, すべり節点ケーブルネットの初期応力指定形状設計法, 構造工学論文集, Vol. 41B, pp. 199-206, 1995.
  170. 大崎 純, 不連続特性を有する構造システムの設計感度解析と最適設計, 日本建築学会構造系論文集, No. 465, pp. 147-153, 1994.
  171. 大崎 純, 設計解列生成法に基づくトラスのオブジェクト指向設計システム, 鋼構造年次論文報告集, Vol. 2, pp. 441-448, 1994.
  172. 大崎 純, 遺伝的アルゴリズムに基づく不連続コスト関数を有する構造物の 最適設計法, 日本建築学会構造系論文集, No. 464, pp. 119-127, 1994.
  173. M. Ohsaki and Tsuneyoshi Nakamura, Optimum design with imperfection sensitivity coefficients for limit point loads, Structural Optimization, Vol. 8, pp. 131-137, 1994.
  174. 大崎 純, 中村恒善, 瀧 正哉, 多成分設計用地震動に対する応答ひずみ-加 速度制約設計トラス列生成法, 日本建築学会構造系論文集, No. 456, pp. 39-50, 1994.
  175. M. Ohsaki and J.S. arora, Design sensitivity analysis of elasto-plastic structures, Int. J. Numer. Meth. Engng, Vol. 37, pp. 737-762, 1994.
  176. M. Ohsaki and J.S. arora, a direct application of higher order parametric programming techniques to structural optimization, Int. J. Numer. Meth. Engng, Vol. 36, pp. 2683-2702, 1993.
  177. Tsuneyoshi Nakamura, M. Ohsaki and T. Masui, Inverse generation of earthquake-strain constrained designs of a distributed parameter structure for a sequence of design strain functions, Comp. Meth. appl. Mech. Engng., Vol. 98(1), pp. 1-21, 1992.
  178. Tsuneyoshi Nakamura and M. Ohsaki, a natural generator of optimum topology of plane trusses for specified fundamental frequency, Comp. Meth. appl. Mech. Engng., Vol. 94(1), pp. 113-129, 1992.
  179. Tsuneyoshi Nakamura and M. Ohsaki, Sequential generator of earthquake-response constrained trusses for design strain ranges, Comput. & Struct., Vol. 33(6), pp. 1403-1416, 1989.
  180. 中村恒善, 大崎 純, 曲率半径をサブパラメタとした振動数領域に対する最 適円筒状立体トラス生成法, 構造工学論文集, Vol. 35B, pp. 103-110, 1989.
  181. Tsuneyoshi Nakamura and M. Ohsaki, Sequential optimal truss generator for frequency ranges, Comp. Meth. appl. Mech. Engng., Vol. 67(2), pp. 189-209, 1988.