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2010論文集
• WIND TUNNEL STUDY OF THE INTERACTION OF TWO OR THREE SIDE ‐ BY ‐ SIDE PIPE ‐ FRAMED GREENHOUSES ON WIND PRESSURE COEFFICIENTS H. Moriyama, S. Sase, Y. Uematsu, T. Yamaguchi Transactions of the American Society of Agricultural and Biological Engineers, Vol,53(2), pp.585-592, 2010.4
Abstract ： More than two identical pipe‐framed greenhouses (referred to as “pipe houses” hereafter) are often arranged in parallel. The wind pressure distributions on the pipe houses are significantly affected by the distance dp between them. This article investigates the effect of dp on the distribution of wind pressure coefficients Cp on two or three pipe houses arranged in parallel, based on a wind tunnel experiment using 1:20 scale models of a typical pipe house. Focus was on a wind direction perpendicular to the ridgeline. The distance dp varied from 0.25H to 6H, with H being the ridge height of the pipe house. The results indicate that the Cp distribution on the windward side of the first pipe house was similar to that for an isolated pipe house, while the Cp values on the roof and leeward wall were dependent on dp. On the other hand, the Cp values on the second and third pipe houses were generally negative and significantly affected by dp, in particular on the windward wall and roof. Very high suctions were induced on the leeward roof of the second pipe house near the ridge when the distance dp was small. The suctions may be induced by the second separation of the reattached flow on the windward roof at the location of the ridge. The local drag and lift coefficients, CD and CL, on the central cross‐section were also computed from the Cp distribution. The influence of the adjacent pipe houses on the CD was significant, while the CL was less sensitive to dp.
• Discussion of Design Wind Loads on Cylindrical Storage Tank Yasushi Uematsu, Choongmo Koo , Koji Kondo, Kazumasa Okubo Pre-proceedings of the 5th U.S.-Japan Workshop on Wind Engineering July 26-28, 2010 Chicago , IL , USA , 2010.7
ABSTRACT ： The present paper discusses the design wind loads on cylindrical storage tanks, such as oil-storage tanks, based on a series of wind tunnel experiments together with a theoretical analysis of wind-induced buckling. Focus is on open-topped tanks; the effects of roof on the wind forces as well as on the buckling behavior are investigated. In the wind tunnel experiments, the wind pressures are first measured at many points both on the external and internal surfaces of rigid models in a turbulent boundary layer. Then, the pre-buckling and buckling behavior of thin cylindrical shells is measured in smooth and turbulent flows. A discussion is made of the dynamic load effects of wind pressures on the buckling behavior. A theoretical analysis of the buckling under static wind loading is conducted based on Donnell Theory. The effect of wind force distribution on the buckling behavior is investigated. The results indicate that the wind force distribution on the windward surface affects the buckling behavior significantly.
• 自然災害とマスメディア 植松 康 CE 建設業界８， Vol.59 ， pp46-47 ，日本土木工業協会， 2010.8
• 竜巻等突風災害における行政対応の現状と課題 －その１ 被災経験と発災時の対応－ 高橋章弘，植松 康，堤 拓哉 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 都市計画 , pp.885-886, 2010.9 Problems for administration in tornado disasters- P art 1 Lessons from disaster experience in the past and correspondence after the disaster - TAKAHASHI Akihiro, UEMATSU Yasushi, TSUTSUMI Takuya, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp. 4885-886, 2010.9
• 局所的な強風災害の予防を目的とした地上風予測システムの開発 藁谷哲平，赤星明紀，植松 康，宮下康一，猿川 明 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅰ , pp.91-92, 2010.9 Development of a surface wind forecasting system for the prevention of disasters caused by local winds WARAGAI Teppei, AKAHOSHI Akinori, UEMATSU Yasushi, MIYASHITA Koichi, SARUKAWA Akira Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structure I, pp.91-92, 2010.9
• Effect of Soil-Structure Interaction to Wind-induced Responses of Tall Buildings 王 天元，植松 康 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅰ , pp.145- 146 , 2010.9 Effect of Soil-Structure Interaction to Wind-induced Responses of Tall Buildings WANG Tianyuan, UEMATSU Yasushi, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structure I, pp.145- 146 , 2010.9
• 住宅屋根の風圧実験 その１：寄棟屋根のピーク外圧係数 益山由佳，寺崎 浩，中村 修，奥田泰雄，喜々津仁密，植松 康，大竹和夫，菊池浩利，染川大輔 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅰ , pp.151-1 52 , 2010.9 Wind pressures on house roofs Part 1 : Peak pressure coefficients for hipped roofs MASUYAMA Yuka, TERAZAKI Hiroshi, NAKAMURA Osamu, OKUDA Yasuo, KIKITSU Hitomitsu, UEMATSU Yasushi, OHTAKE Kazuo, KIKUCHI Hirotoshi, SOMEKAWA Daisuke Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structure I, pp. 151-1 52 , 2010.9
• 住宅屋根の風圧実験 その２：軒のピーク外圧・ピーク風力係数 寺崎 浩，中村 修，奥田泰雄，喜々津仁密，植松 康，野田 博，山本 学，吉田昭仁、勝村 章 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅰ , pp.15 3 -15 4 , 2010.9 Wind pressures on house roofs Part 2 : Peak pressure coefficients for roof eaves TERAZAKI Hiroshi, NAKAMURA Osamu, OKUDA Yasuo, KIKITSU Hitomitsu, UEMATSU Yasushi, NODA Hiroshi, YAMAMOTO Manabu YOSHIDA Akihito, KATSUMURA Akira Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structure I, pp. 15 3 -15 4 , 2010.9
• 大スパン局面屋根の非定常空気力に関する研究 中村真奈，田中賢嗣，植松 康，奥田泰雄 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅰ , pp.183-184, 2010.9 Unsteady Aerodynamic Forces on Large-span Curved Roof NAKAMURA Mana, TANAKA Satoshi, UEMATSU Yasushi, OKUDA Yasuo Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structure I, pp. 1 83 -1 84 , 2010.9
• メッシュ膜を用いた独立上屋の風力係数に関する研究 櫻井洋充，植松 康，武田文義 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅰ , pp.18 5 -18 6 , 2010.9 Wind force coefficients for designing porous free-roofs SAKURAI Hiromichi, UEMATSU Yasushi, TAKEDA Fumiyoshi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structure I, pp. 18 5 -18 6 , 2010.9
• 園芸用パイプハウスの外装材設計用風荷重 田中賢嗣，植松 康 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅰ , pp.18 7 -18 8 , 2010.9 External wind pressure coefficients for designing the cladding components of pipe-framed greenhousesTANAKA Satoshi, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structure I, pp. 18 7 -18 8 , 2010.9
• オープントップ薄肉円筒殻の座屈特性に関する研究 具 忠謨 ， 植松 康 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅰ , pp.18 9 -1 90 , 2010.9 Buckling behavior of thin cylindrical shell with open top KOO Choongmo, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structure I, pp. 18 9 -1 90 , 2010.9
• 弾性関節接合を柱脚に適用した弾性関節骨組の解析的検討 その１ 変動軸力が骨組挙動に及ぼす影響 武藤大志，土屋 亘，池永昌容，植松 康 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅲ , pp.11 19 -11 20 , 2010.9 Analytical Study on a Steel Structure with Elastic-Hinge Joint System for Beam-To-Column Connections and Column BasesP art 1. The Effect of the Variable Axial Force MUTOU Hiroshi, TSUCHIYA Wataru, IKENAGA Masahiro, UEMATSU Yasushi, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure III, pp. 11 19 -11 20 , 2010.9
• 弾性関節接合を柱脚に適用した弾性関節骨組の解析的検討 その１ 接合ボルトを偏心配置した弾性関節柱脚の提案 池永昌容，土屋 亘，武藤大志，植松 康 日本建築学会大会学術講演梗概集 ( 北陸 ) ， 構造Ⅲ , pp.11 21 -112 2 , 2010.9 Analytical Study on a Steel Structure with Elastic-Hinge Joint System for Beam-To-Column Connections and Column BasesP art 2. The Proposal of Elastic Hinge Joint with Asymmetrical Arrangement MUTOU Hiroshi, TSUCHIYA Wataru, IKENAGA Masahiro, UEMATSU Yasushi, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure III, pp.11 21 -112 2 , 2010.9
• 準静的成分と共振成分の連成を考慮した高層建築物の風応答評価法 王 天元，植松 康 日本風工学会論文集，第 35 巻，第 4 号 ( 通号第 125 号 ) ， pp.117-126 ， 2010.10 A New Model for Estimating Wind-induced Responses of Tall Buildings with Consideration of Cross-term between Background and Resonant Components Tianyuan WANG, Yasushi UEMATSU Journal of Wind Engineering, JAWE, Vol.35, No.4 ( No.125 ) , pp.117-126 ， 2010.10
ABSTRACT ： In current design practice, the responses of buildings and structures to fluctuating wind loads are usually separated into the background and resonant components, based on the assumption that these two components are not correlated with each other. The present paper proposes a new model for estimating the wind-induced responses of tall buildings, in which the background and resonant components and their cross-term are strictly defined and included. Therefore, the new model is more exact than the conventional ones. Comparisons are made for the along-wind and across-wind responses of tall buildings between this model and the conventional ones, based on a parametric investigation. The results show that the conventional models give results similar to those obtained from the new model for the along-wind responses, but generally underestimate the across-wind responses. Finally, some conclusions and useful suggestions are presented.
• ダヴェンポート博士による確率・統計手法に基づく現代的耐風設計手法の確立 特集，追悼 アラン・ダヴェンポート博士 植松 康 , ，河井宏允 日本風工学会誌，第 35 巻，第 4 号 ( 通号第 125 号 ) ， pp.297-303 ， 2010.10 Establishment of the Modern Wind Resistant Design Based on Probabilistic and Statistical Approach by Dr. Davenport Yasushi UEMATSU, Hiromasa KAWAI Journal of Wind Engineers, JAWE, Vol.35, No.4(No.125) , pp.297-303 , 2010.10
• 私の宝物 特集，追悼 アラン・ダヴェンポート博士 植松 康 日本風工学会誌，第 35 巻，第 4 号 ( 通号第 125 号 ) ， pp. 327 -3 28 ， 2010.10 My treasure Yasushi UEMATSU Journal of Wind Engineers, JAWE, Vol.35, No.4(No.125) , pp. 32 7-3 28, 2010.10
• Wind Loads for designing open-topped oil storage tanks Choongmo KOO ， Yasushi UEMATSU ， Koji KONDO ， Kazumasa OKUBO Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2010, Shanghai Spatial Structures ? Permanent and Temporary November 8-12 2010 , Shanghai , China , pp. 1646 - 1655, 2010.11
Abstract ： Wind force coefficients for designing open-topped oil storage tanks are investigated based on a series of wind tunnel experiments. Focus is on open-topped tanks; the effects of roof on the wind forces as well as on the buckling behavior are investigated. In the wind tunnel experiments, the wind pressures are first measured at many points both on the external and internal surfaces of rigid models in a turbulent boundary layer. Then, the buckling behavior of thin cylindrical shells with or without roof is investigated both in smooth and turbulent flows. A discussion is made of the dynamic load effects on the buckling behavior. The effect of wind force distribution on the buckling behavior is investigated. The results indicate that the distribution on the windward surface affects the buckling behavior significantly.
• Wind force coefficients for the design of a hyperbolic paraboloid free roof Fumiyoshi TAKEDA, Tatsuya YOSHINO , Yasushi UEMATSU Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2010, Shanghai Spatial Structures ? Permanent and Temporary November 8-12 2010 , Shanghai , China , pp. 1698 - 1709, 2010.11
ABSTRACT ： The purpose of the present paper is to discuss the wind force coefficients of a hyperbolic paraboloid (called ‘HP', hereinafter) free roof for the design of membrane strictures, based on a wind tunnel experiment 1) as well as on a CFD (Computational Fluid Dynamics) analysis. We investigate the validity of analytical approach 2) to obtain the design wind force coefficients. In the present paper, the lift coefficient ( C L ) and the aerodynamic moment coefficients ( C Mx and C My ) about two axes ( x and y ) are obtained. Correlation between the wind force and moment coefficients are investigated, and appropriate wind force coefficients are proposed for two wind direction perpendicular to each other. In the discussion of the design wind force coefficients, the roof is assumed rigid and simply supported by four corner columns, and the axial forces induced in the columns are regarded as the most important load effect for estimating the design wind loads. Two load cases generating the maximum tension and compression of columns are considered. The roof is divided into the windward and leeward halves for each wind direction, and the wind force coefficients on these halves are provided. Finally, the proposed values are compared with the specifications of the Australia/New Zealand Standard 3) from the viewpoint of load effect. A comparison of the results on the wind force and moment coefficients between wind tunnel experiment and CFD analysis indicates a potentiality of the CFD analysis for evaluating the wind forces on HP free roofs with various shapes, although some improvements should be made.
• 竜巻等突風災害に対する行政の対応状況 高橋章弘，植松 康，堤 拓哉 第 21 回風工学シンポジウム論文集， pp.161-166, 2010.12 ADMINISTRATION CORRESPONDENCE FOR TORNADO DISASTERS Akihiro TAKAHASHI, Yasushi UEMATSU, Takuya TSUTSUM The 21th National Symposium on Wind Engineering, pp.161-166, 2010.12
ABSTRACT ： Tornado disasters have often occurred recently in Japan. Strong winds caused damage to humans, buildings, lifelines and others. The authors carried out hearing surveys at three municipalities that were subjected to tornado disasters recently and investigated the responses of the local governments after the disasters. The results provide useful information for making the management manuals to be used by local governments during and after to
• 住宅屋根の外装材用ピーク外圧・風力係数の特性 益山由佳，寺崎浩，中村修，奥田泰雄，植松康 第 21 回風工学シンポジウム論文集， pp.333-338, 2010.12 PEAK WIND PRESSURE AND PEAK WIND FORCE COEFFICIENTS FOR FACADE DESIGN ON HOUSE ROOFS Yuka Masuyama, Hiroshi Terazaki, Osamu Nakamura, Yasuo Okuda and Yasushi Uematsu The 21th National Symposium on Wind Engineering, pp.333-338, 2010.12
ABSTRACT ： The Building Standard Law of Japan and Recommendations for Loads on Buildings have no design pressure and force coefficients for hip roofs and eaves. In order to investigate these pressure and force coefficients for low-rise buildings (dwelling house), a series of boundary layer wind tunnel tests was executed by six organizations as a part of the committee activity consigned by the Ministry of Land, Infrastructure, Transport and Tourism. In the series of wind tunnel tests, wind pressures on gable roofs and hip roofs were evaluated with four roof-angles and two overhanging depths of eaves, including cases without eaves and flat roofs. As the test results, the peak pressure coefficients of roof surface and peak force coefficients of eaves/peak pressure coefficients of back eaves for facade design were mainly discussed in this paper. • 園芸用パイプハウスの強風被害と設計用外圧係数 植松 康，田中 賢嗣，森山英樹，佐瀬勘紀 第 21 回風工学シンポジウム論文集， pp.405-410, 2010.12 WIND-INDUCED DAMAGE AND EXTERNAL WIND PRESSURE COEFFICIENTS FOR DESIGNING PIPE-FRAMED GREENHOUSES Y asushi UEMATSU, Satoshi TANAKA, Hideki MORIYAMA, Sadanori SASE The 21th National Symposium on Wind Engineering, pp. 405-410, 2010.12
ABSTRACT ： Pipe-framed greenhouses are often subjected to wind-induced damage. This may be due to a fact that the wind force coefficients for designing such greenhouses are not specified in codes and standards. The present paper first shows some typical wind-induced damage to greenhouses. Then, a discussion is made of the external pressure coefficients for designing the structural frames and cladding/components of pipe-framed greenhouses, based on a wind tunnel experiment. For discussing the wind pressure coefficients for the structural frames, focus is on the bending moment at the windward column base as the most important load effect. The LRC method is employed. A model of the wind pressure coefficient distribution is proposed. On the other hand, focus is on the area-averaged peak wind pressures, when discussing the design wind pressures for cladding/components
• 円筒形貯槽の設計用風荷重に関する考察 植松 康，具 忠謨，近藤宏二，大窪一正 第 21 回風工学シンポジウム論文集， pp.411-416, 2010.12 DISCUSSION OF DESIGN WIND LOADS ON CYLINDRICAL STORAGE TANKS Yasushi UEMATSU, Choongmo KOO, Koji KONDO, Kazumasa OKUBO The 21th National Symposium on Wind Engineering, pp. 411-416, 2010.12
ABSTRACT ： The present paper discusses the design wind loads on cylindrical storage tanks, such as oil-storage tanks, based on a series of wind tunnel experiments together with a theoretical analysis of wind-induced buckling. Focus is on open-topped tanks; the effects of roof on the wind forces as well as on the buckling behavior are investigated. In the wind tunnel experiments, the wind pressures are first measured at many points both on the external and internal surfaces of rigid models in a turbulent boundary layer. Then, the pre-buckling and buckling behavior of thin cylindrical shell specimens is measured in smooth and turbulent flows. A discussion is made of the dynamic load effects on the buckling behavior. A theoretical analysis of the buckling under static wind loading is conducted based on Donnell's theory. The effect of wind force distribution on the buckling behavior is investigated. The results indicate that the distribution on the windward surface affects the buckling behavior significantly.
• EQUIVALENT STATIC WIND LOADS ON BASE-ISOLATED BUILDINGs Tianyuan WANG, Yasushi UEMATSU The 21th National Symposium on Wind Engineering, pp. 423-428, 2010.12
ABSTRACT ： A model for evaluating the equivalent static wind loads (ESWLs) on base-isolated buildings under fluctuating wind loads is proposed in the frequency domain, with an assumption that the response of the isolators (isolation elements) is within the pre-yielding (linear) range. The natural period and damping of such buildings are discussed based on some parametric investigations. This model conveniently adopts the wind spectra for conventional tall buildings obtained from codes or wind tunnel experiments to evaluate exactly the ESWLs on base-isolated buildings. Finally, some numerical examples are presented for the along-wind and across-wind ESWLs on a tall base-isolated building.
• 雪氷災害リスクを考える 植松 康 CE 建設業界２， Vol.60 ， pp . 52-53 ，日本土木工業協会， 2011.2
• 2009 年 10 月 30 日秋田県能代 市で発生した竜巻災害 植松 康，高橋章弘 東北地域災害科学研究，第 47 巻， pp.53-58 ， 2011.3 ，平成 23 年 3 月 Tornado disaster in Noshiro City on October 30 Yasushi Uematsu, SAkihiro Takahashi Tohoku Journal of Natural Disaster Science, Vol.47, pp.53-58, 2011.3
• 非線形弾性復元力特性を有する鋼構造骨組のサブストラクチャ擬似動的実験 小幡昭彦，寺本尚史，西田哲也，小林淳，植松康 日本建築学会構造工学論文集， Vol.57B ， pp.441-447 ，平成 23 年 3 月 SUBSTRUCTURE PSEUDO-DYNAMIC TEST OF STEEL STRUCTURAL FRAME WITH A NONLINEAR ELASTIC HYSTERESIS CHARACTERISTIC Akihiko OBATA, Naofumi TERAMOTO, Tetsuya NISHIDA, Jun KOBAYASHI, Yasushi UEMATSU Journal of Structural Engineering, AIJ, Vol.57B, pp. 441-447 , 2011.3
ABSTRACT ： In the previous study, the authors proposed a novel beam-column joint system, or an elastic hinge joint system. This joint system exhibits a self-centering behavior; that is, it has a nonlinear hysteresis character of force-rotation restoration. Steel structural frames with such a joint system can be used to control the structural damage as well as to reduce the residual strain after severe earthquakes. The objective of the resent study is to investigate the response of steel structural frame with the proposed elastic hinge joint system to earthquakes, based on a substructure pseudo-dynamic test. The results show a nonlinear elastic hysteresis character of the relation between moment and rotation angle at the joint, as a theoretical model predicts. The maximum shear force and acceleration at each story of the structure induced by earthquakes are both reduced by such a behavior of the joint system.
付録 平成 22 年度 修士学位論文及び卒業論文題目一覧
博士学位論文 （構造安全システム学） 王 天元 Equivalent static wind loads on tall buildings with soil-structure interaction or base isolation by using a new model for estimating the wind-induced responses （地盤との連成あるいは免震層を有する高層建物の新 しい風応答評価手法に基づく等価静的風荷重） 具 忠謨 オープントップ薄肉円筒貯槽の設計用風荷重に関する研究
修士学位論文 ( 構造安全システム学 ) ? ? 園芸用パイプハウスの設計用風力係数に関する研究 田中 賢嗣 大スパン曲面屋根に作用する非定常空気力の特性に関する研究
卒業論文 ( 構造安全システム学 ) 清水 善規 屋上及びバルコニーに敷設される床材の風による飛散予測に関 する研究 宮本ゆかり メッシュ膜を用いた HP 型独立上屋の風力係数に関する研究 安永 隼平 オープントップオイルタンクの設計用風荷重に関する実験的研究
( 材料・構法創生学 ) 飯田 有未 ダウンバーストの性質と風荷重評価に関する文献調査
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