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2009論文集
• 静的風荷重を受ける薄肉円筒形構造物の座屈性状 植松 康，具 忠謨 日本風工学会誌，第 34 巻第 2 号 ( 通号第 119 号 ) ， pp. 209-210 ， 2009.4 Buckling of Thin Cylindrical Shell Structures under Static Wind Load Yasushi UEMATSU, Choongmo KOO Journal of Wind Engineers, JAWE, Vol.34, No.2(No.119) , pp. 209-210, 2009.4
• オープントップオイルタンクの設計用風荷重（その２） 具 忠謨，植松 康，近藤 宏二 第 58 回理論応用力学講演会講演論文集， PP.359-360 ， 2009.6 Wind loads for designing open-topped oil storage tanks (Part 2) Choongmo Koo ， Yasushi Uematsu ， Koji Kondo The 58th Nat. Cong. of Theoretical & Applied Mechanics 2009, PP. 359-360, 2009.6
Abstract ： Wind pressure coefficients for designing open-topped oil storage tanks are investigated based on a series of wind tunnel experiments. Wind pressures on the external and internal surfaces of a tank model are measured simultaneously at many points in a turbulent boundary layer. The time-space correlations of wind pressures are discussed, focusing on the characteristics of the internal pressures.
• HP 型独立上屋の設計用風力係数 植松 康，荒勝 文雄，松本 悟 第 58 回理論応用力学講演会講演論文集， PP.361-362 ， 2009.6 Wind force coefficients for designing hyperbolic paraboloid free-roofs Yasushi UEMATSU, Fumio ARAKATSU, Satoru MATSUMOTO The 58th Nat. Cong. of Theoretical & Applied Mechanics 2009, PP. 361-362, 2009.6
Abstract ： Hyperbolic paraboloid (HP) free-roofs are often used for structures providing shade and weather protection in public spaces. However, there are few studies of the wind loads on such roofs. The purpose of the present study is to investigate the characteristics of the wind forces and moments acting on HP free-roofs in a wind tunnel. The overall wind forces and moments are measured by using a force balance that was designed, built and gauged for the purpose of the present study. Based on the results, wind force coefficients for the design of main wind force resisting systems are proposed.
• Wind Effects on Dynamic Response of a Floating Roof in a Cylindrical Liquid Storage Tank Tetsuya Matsui, Yasushi Uematsu, Koji Kondo, Takuo Wakasa, Takashi Nagaya Journal of Pressure Vessel Technology, ASME, Vol.131, No.3, pp.031307-1 ～ 031307-10, 2009.6
Abstract ： T he dynamic response of a floating roof in a cylindrical liquid storage tank under wind loads is investigated analytically. Wind tunnel test in a turbulent boundary layer is carried out to measure the wind pressure distributing over the roof surface. The measured data for the wind pressure is then utilized to predict the dynamic response of the floating roof, which is idealized herein as an isotropic elastic plate of uniform stiffness and mass. The dynamic interaction between the liquid and the floating roof is taken into account exactly in numerical sense within the framework of linear potential theory. The numerical results are presented, which illustrate the significant effect of wind loads on the dynamic response of liquid-floating-roof system in a storage tank.
• 竜巻災害の恐怖 植松 康 自主防災， No.210 ， pp.6-7 ， ( 財 ) 東京防災指導協会， 2009.7
• Wind pressure loading cycles for evaluating the wind resistance of mechanically attached waterproofing systems on flat roofs Y. Uematsu, S. Nakamura, M. Sera Proceedings of the 5th European & African Conference on Wind Engineering, July 19-23, 2009 , Florence , Italy (CD-ROM)
Abstract ： Recently, mechanically attached
single-ply roofing has become popular for flat-roofed buildings
in Japan. The roof membrane is either welded or glued to
circular disks, which are arranged in a grid pattern and
mechanically fastened to the roof deck by screws. The fastener
spacing ranges from 0.45 to 0.6 m, depending on the roof zone.
High suctions are induced in the corner and edge zones by the
generation of conical vortices in oblique winds. Fluctuating
pressures may cause fatigue damage to the fixation elements.
When designing such roofing systems, it is important to evaluate
the dynamic effects of wind loading appropriately. Furthermore,
flat roofs generally have parapets, which affect the roof
pressures significantly. Many researchers have studied the
effect of parapets on the peak pressure coefficients. However,
few studies have been made of the effect on the fatigue-related
characteristics of wind pressures so far.
• 確率的表現の分かりやすさ・分かりにくさ 植松 康 CE 建設業界８， Vol.58 ， pp52-53 ，日本土木工業協会， 2009.8
• 2006 年 11 月 7 日北海道佐呂間 町で発生した竜巻災害に関する住民アンケート調査 －その３ 被害対応と被害軽減について－ 高橋章弘，植松 康，南 慎一，堤 拓哉 日本建築学会大会学術講演梗概集 ( 東北 ) ， 都市計画 , pp.475-476, 2009.8 Questionnaire Investigation of Tornado Disaster in Saroma Town , Hokkaido on November 7, 2006- P art 3 Correspondence to the damage and damage reduction - TAKAHASHI Akihiro, UEMATSU Yasushi, MINAMI Shin-ich, TSUTSUMI Takuya, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp. 475-476, 2009.8
• 都市域における樹木の暴風効果について 藤元栄行，中村 修，植松 康，宮下康一，猿川 明，赤星明紀 日本建築学会大会学術講演梗概集 ( 東北 ) ， 構造Ⅰ , pp.111-112, 2009.8 Effects of trees on the reduction of pedestrian-level wind speed in urban areas FUJIMOTO Hideyuki, NAKAMURA Osamu, UEMATSU Yasushi, MIYASHITA Koichi, SARUKAWA Akira, and AKAHOSHI Akinori Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp. 111-112, 2009.8
• メッシュ膜を用いた独立上屋の設計用風力係数に関する研究 松本 悟，荒勝文雄，植松康，武田文義 日本建築学会大会学術講演梗概集 ( 東北 ) ， 構造Ⅰ , pp.199-200, 2009.8 Wind force coefficients for designing porous free-roofs MATSUMOTO Satoru, ARAKATSU Fumio, UEMATSU Yasushi, TAKEDA Fumiyoshi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp. 199-200, 2009.8
• オープントップオイルタンクの設計用風荷重に関する一考察 具忠謨 ， 植松康 日本建築学会大会学術講演梗概集 ( 東北 ) ， 構造Ⅰ , pp.201-202, 2009.8 Wind loads for the design of open ?topped oil storage tanks KOO Choongmo, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp. 201-202, 2009.8
• 園芸用パイプハウスにおける構造骨組設計用外圧係数の提案 田中賢嗣，植松 康 日本建築学会大会学術講演梗概集 ( 東北 ) ， 構造Ⅰ , pp.203-204, 2009.8 Wind loads for the design of pipe-framed greenhousesTANAKA Satoshi, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp. 203-204, 2009.8
• 園芸用パイプハウスの風応答・風荷重に及ぼす側面開口の影響 植松 康 日本建築学会大会学術講演梗概集 ( 東北 ) ， 構造Ⅰ , pp.207-208, 2009.8 Effect of Side-wall Openings on the Wind ?induced Response and Resultant Wind Loads of Pipe-framed GreenhousesUEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp. 207-208, 2009.8
• 大スパン円弧屋根に作用する非定常空気力に関する基礎的研究 濵井美希，植松 康，田中賢嗣 日本建築学会大会学術講演梗概集 ( 東北 ) ， 構造Ⅰ , pp.213-214, 2009.8 Unsteady Aerodynamic Forces on a Circular Arc Roof HAMAI Miki, UEMATSU Yasushi, TANAKA Satoshi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp. 213-214, 2009.8
• 弾性関節骨組における柱・梁接合部の離間回転性能に関する実験的研究 その４：有限要素法解析による回転中心の評価 土屋 亘，小幡昭彦，植松 康，宮本義貴 日本建築学会大会学術講演梗概集 ( 東北 ) ， 構造Ⅲ , pp.1103-1104, 2009.8 Experiments on Steel Structure Frame with Elastic-Hinge Joint SystemP art 4: Estimation of the rotation center by FEM analysis TSUCHIYA Wataru, OBATA Akihiko, UEMATSU Yasushi, MIYAMOTO Yoshitaka Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Urban Planning, pp. 1103-1104, 2009.8
• 園芸用パイプハウスの構造骨組用風荷重に関する研究 －側壁面の開口が荷重効果に及ぼす影響について－ 植松 康，中原浩一，森山英樹，佐瀬勘紀 農業施設，第 40 巻，第 2 号 ( 通巻 122 号 ) ， pp.27-37, 2009.9 Study of Wind Loads on Pipe-framed Greenhouses - Effects of side-wall openings on load effects - Yasushi Uematsu , Koichi Nakahara , Hideki Moriyam a, Sadanori Sase The Journal of the Society of Agricultural Structures, Vol. 40, No. 2 (Ser. No. 122), pp.27-37, 2009.9
Abstract ： Wind loads on pipe-framed greenhouses can be reduced by making the sidewalls porous. Wind pressures on the external and internal surfaces of two 1:40 scale models of pipe-framed greenhouses with porous sidewalls are measured simultaneously at many points in a turbulent boundary layer simulating natural winds over typical open-country exposure for various wind directions. Wind speeds at some points inside the greenhouse are also measured. The porosity of the windward and leeward sidewalls is changed over a wide range. The wind loads represented by equivalent static wind force coefficients are evaluated by using the LRC (Load Response Correlation) method, in which the bending moment at the windward column base is taken into account as the most important load effect. The effects of the porosity on the wind loads and responses of the frame as well as on the wind speeds inside the greenhouse are investigated. The results indicate that the porosity of 0.3 ? 0.5 can reduce the maximum bending moment by 15 to 20 percents. In such a case, the wind speed becomes approximately 40 percents of the outside wind speed. Finally, the subjects to be investigated for applying the results of the present study to practical structures are summarized.
• 雪工学研究の新たな展開 植松 康 ゆき， No. 77 ， pp2-4 ， 2009.10
• One consideration on the wind pressure load acting on the surface of mesh membrane structure - Comparison of experiment and analysis o n a simple shape - Fumiyoshi TAKEDA, Tatsuya YOSHINO, Yasushi UEMATSU Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures, 28 September ? 2 October 2009, Universidad Politecnica de Valencia, Spain, Proceedings of the International for Shell and Spatial Structures (IASS) Symposium, 2009, Valencia(CD-ROM), pp.2666-2677, 2009.10
Abstract ： In this paper, we have obtained wind force coefficients acting on a membrane roof by the wind tunnel experiment technique and a numerical analysis technique for free-standing canopy with mesh membrane, and will show one consideration on an approach of the numerical analysis to get wind pressure distributions by comparing values of the wind force coefficients that obtained with these techniques. The roof type treated in the paper is a mono-sloped roof. The mesh membrane is porous on the surface, so air of the wind can go through it. This phenomenon affects the wind force coefficients, and this point is a characteristic of mesh membrane. Therefore, it is necessary to reflect this phenomenon on the surface of a model using in the wind tunnel experiment. For the reason, a coefficient on wind pressure loss of the mesh membrane to be called the loss coefficient was actually measured by an experiment, and was reflected the roof model. Furthermore, this loss coefficient was used at the analysis. The measurement experiment to obtain this pressure loss coefficient will be introduced also.
• Effects of Sidewall Openings on the Wind Loads on Pipe-framed Greenhouses Yasushi Uematsu, Koichi Nakahara, Satoshi Tanaka, Hideki Moriyama, Sadanori Sase The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 2009 , Taipei , Taiwan (CD-ROM), 2009.11
Abstract ： Wind pressures acting on the external and internal surfaces of a 1:40 scale model of pipe-framed greenhouse with porous sidewalls are measured simultaneously at many points in a turbulent boundary layer. Wind speeds at several points outside and inside the greenhouse model are also measured. The porosity of the sidewalls is changed over a wide range. The equivalent static wind force coefficients generating the maximum peak response are evaluated by using the LRC (Load Response Correlation) method, in which the bending moment developed in the frame at the windward column base is regarded as the most important load effect. The effects of porosity on the wind-induced response of the frame as well as on the wind speeds inside the greenhouse are discussed. The results indicate that the porosity of approximately 0.5 can reduce the maximum bending moment by approximately 20 percent without a significant increase in wind speed inside the greenhouse. .
• Wind Force Coefficients for the Design of a Hyperbolic Paraboloid Free Roof Yasushi Uematsu, Fumio Arakatsu, Satoru Matsumoto, Fumiyoshi Takeda The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 2009 , Taipei , Taiwan (CD-ROM), 2009.11
Abstract ： The present paper discusses the wind force coefficients for designing the main wind force resisting system of a hyperbolic paraboloid (H.P.) free roof, based on a wind tunnel experiment. In the experiment, the lift coefficient (C L ) and the aerodynamic moment coefficients ( C Mx and C My ) about two horizontal axes ( x and y ) were measured by using a force balance that had been designed, built and gauged for the purpose of the present study. Correlations between wind force and moment coefficients are investigated, and appropriate wind force coefficients for the design of main wind force resisting systems are proposed for two wind directions perpendicular to each other. The roof is assumed rigid and simply supported by four corner columns, whose axial forces are regarded as the most important load effect for discussing 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. The proposed values are compared with the specifications of the Australia/New Zealand Standard from the viewpoint of load effect.
• 弾性関節骨組における柱・梁接合部の離間回転性能に関する研究 宮本義貴，小幡昭彦，植松 康，濁川拓也 鋼構造論文集，第 16 巻，第 64 号， pp.31-40, 2009.12 STUDY ON THE SEPARATION AND ROTATION BEHAVIOR OFAN ELASTIC-HINGE JOINT SYSTEMYoshitaka MIYAMOTO, Akihiko OBATA, Yasushi UEMATSU, Takuya NIGORIKAWA Steel Construction Engineering, Vol.16, No.64, December, 2009
ABSTRACT: A new joint system named ‘elastic-hinge joint system' is proposed. This system shows a non-linear elastic restoring force-rotation relation and can realize origin-oriented frames. These properties can control damage and reduce permanent distortion in structures or in structural elements after a severe earthquake. This paper describes experimental results on a beam-column connection to which this joint system is applied. The purpose of this paper is to clarify the separation and rotation behavior of the elastic hinge joint. Based on the results, a theoretical model of this joint system is proposed.
• 園芸用パイプハウスの構造骨組用外圧係数の提案 植松 康， 田中賢嗣 ，森山英樹，佐瀬勘紀 農業施設，第 40 巻，第 3 号 ( 通巻 123 号 ) ， pp.29-38, 2009.12 External Wind Pressure Coefficients for Designing the Main Wind Force Resisting Systems of Pipe-framed Greenhouses Yasushi UEMATSU, Satoshi TANAKA, Hideki MORIYAMA, Sadanori SASE The Journal of the Society of Agricultural Structures, Vol. 40, No. 3 (Ser. No. 123), pp.29-38, 2009.12
Abstract ： The present paper proposes the external wind pressure coefficients for designing the main wind force resisting systems of pipe-framed greenhouses widely used in Japan, based on a series of wind tunnel experiments. Simultaneous pressure measurements are made with a 1:40 scale model of the greenhouse in a turbulent boundary layer simulating the natural winds over typical open-country exposure. The distribution of the equivalent static pressure coefficients generating the maximum load effect on the frame are computed by using the LRC (Load Response Correlation) method; the bending moment at the windward column base is taken as the most critical load effect in the analysis. First, a model of the external wind pressure coefficient is provided for the isolated model. Then, the effect of adjacent structures on the pressure distribution is investigated using two or three identical models arranged in parallel. The results indicate that the proposed model of external wind pressure coefficients can be applied reasonably to the plural model cases.
• 災害低減と環境保全 植松 康 CE 建設業界２， Vol.59 ， pp54-55 ，日本土木工業協会， 2010.2
• 竜巻災害時の住民の意識調査 －佐呂間町の竜巻災害を例として－ 植松 康，高橋章弘 西部地区自然災害資料センターニュース， No.42 ， pp.26-32 ， 2010.3 付録 平成 21 年度 修士学位論文及び卒業論文題目一覧
修士学位論文 （構造安全システム学分野） 助川 知洋 屋上及びバルコニーに敷設された床材の風による飛散予測に関する研究 土屋 亘 弾性関節骨組の地震応答に関する研究 ～変動軸力を受ける柱脚の効果に着目して～ 藁谷 哲平 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
卒業論文 （構造安全システム学分野） 櫻井 洋充 メッシュ膜を用いた独立上屋の風力係数に関する研究 中村 真奈 大スパン局面屋根の非定常空気力に 関する研究
（材料・構法創生学分野） 武藤 大志 アルミ押出形材を用いた架構の力学的特性に関する研究
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