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2007 論文集
1. 環境問題を考える 植松 康 CE 建設業界 2007.8, pp.44-45, 2007.8
2. 減圧装置を用いた機械的固定工法シート防水システムの耐風圧性能評価方法の検討 （その１ シート変形状態の解析） 中村修治，渡部智之，世良昌也 , 植松 康，古市 圭 日本建築学会大会学術講演梗概集 ( 九州 ), 材料施工 , pp.873-874, 2007.8 Examination of wind uplift performance testing method with pressure device for mechanically attached waterproofing systems (Part1 Analysis of deformation of membrane) NAKAMURA Shuji, WATANABE Tomoyuki, SERA Masaya, UEMATSU Yasushi, FURUICHI Kei Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Materials & Construction, pp. 873-874, 2007.8
3. 減圧装置を用いた機械的固定工法シート防水システムの耐風圧性能評価方法の検討 （その２ シートに発生する応力の解析） 渡部智之，中村修治，世良昌也 , 植松 康，古市 圭 日本建築学会大会学術講演梗概集 ( 九州 ), 材料施工 , pp.875-876, 2007.8 Examination of wind uplift performance testing method with pressure device for mechanically attached waterproofing systems (Part2 Analysis of stress acting on membrane) WATANABE Tomoyuki, NAKAMURA Shuji, SERA Masaya, UEMATSU Yasushi, FURUICHI Kei Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Materials & Construction, pp. 875-876, 2007.8
4. 台風 0613 号による九州の強風被害 桂 重樹，植松 康 日本建築学会大会学術講演梗概集 ( 九州 ), 構造Ⅰ , pp.89-90, 2007.8 Wind-induced damage caused by Typhoon 0613 in Kyushu KATSURA Shigeki, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structures I, pp. 89-90, 2007.8
5. 実大スケールモデルを用いた園芸用パイプハウスに作用する風圧の実測 その１：実測の概要と平均風圧係数分布 小幡昭彦，植松 康，中原浩一，松本真一 日本建築学会大会学術講演梗概集 ( 九州 ), 構造Ⅰ , pp.103-104, 2007.8 Study of wind pressures on greenhouses based on full-scale measurements Part 1: Outline of full-scale measurements and average wind pressure coefficients OBATA Akihiko, UEMATSU Yasushi, NAKAHARA Koichi, MATSUMOTO Shin-ichi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structures I, pp103-104, 2007.8
6. 機械固定式防水システムの動風圧評価法に関する研究（その２） 古市 圭 , 植松 康，中村修治，世良昌也 日本建築学会大会学術講演梗概集 ( 九州 ), 構造Ⅰ , pp.105-106, 2007.8 Evaluation of dynamic wind loads for mechanically-attached waterproofing systems NAKAMURA Shuji, WATANABE Tomoyuki, SERA Masaya, UEMATSU Yasushi, FURUICHI Kei Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan Structures I, pp105-104, 2007.8
7. 天井を有する独立上屋の外装材用風力係数 荒勝文雄，植松 康 日本建築学会大会学術講演梗概集 ( 九州 ), 構造Ⅰ , pp.107-108, 2007.8 Wind loads for the cladding of free-standing canopy roofs with ceiling ARAKATSU Fumio, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structures I, pp. 107-108, 2007.8
8. 大空間構造の外装材の耐風設計における新しい風荷重評価システム 濵井美希，植松 康，本郷 剛，菊池浩利 日本建築学会大会学術講演梗概集 ( 九州 ), 構造Ⅰ , pp.109-110, 2007.8 Wind Load Evaluation System for Cladding Spatial Structures HAMAI Miki, UEMATSU Yasushi, HONGO Takeshi, KIKUCHI Hirotoshi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structures I, pp. 109-110, 2007.8
9. 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１：逆対称弾性載荷試験 宮本義貴，山田大彦，濁川拓也 日本建築学会大会学術講演梗概集 ( 九州 ) ，構造Ⅲ , pp.763-764, 2007.8 Experiments on Steel Structure Frames with Elastic-Hinge Joint System Part 1 : Anti-Symmetric Elastic Loading Tests MIYAMOTO Yoshitaka, YAMADA Motohiko, NIGORIKAWA Takuya Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, , Structures Ⅲ , pp.763-764, 2007.8
10. 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２：非対称弾性載荷試験および逆対称弾塑性載荷試験 山田大彦，濁川拓也，宮本義貴 日本建築学会大会学術講演梗概集 ( 九州 ) ，構造Ⅲ , pp.765-766, 2007.8 Experiments on Steel Structure Frames with Elastic-Hinge Joint System Part 2 : Nearky-Symmetric Elastic and Anti-Symmetric Elastic-Plastic Loading Tests YAMADA Motohiko, NIGORIKAWA Takuya, MIYAMOTO Yoshitaka Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, , Structures Ⅲ , pp.765-766, 2007.8
11. 基礎梁の変形を考慮した地盤－杭―建物練成系の近似計算法に関する研究 宮内賢治，山田大彦 日本建築学会大会学術講演梗概集 ( 九州 ) ，構造Ⅲ , pp.1041-1042, 2007.8 Study on Approximate Frame Analysis Technique Taking both Deflection of Foundation Girders and Soil-Pile-Structure Interaction into Consideration MIYAUCHI Kenji, YAMADA Motohiko Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, , Structures Ⅲ pp.1041-1042, 2007.8
12. A Computer-Assisted Wind Load Evaluation System for the Design of Cladding of Spatial Structures Y. Uematsu, R. Tsuruishi, T. Hongo and H. Kikuchi Proceedings of the 11th International Conference on Civil, Structural and Environmental Engineering Comuting, St. Julians , Malta , 18-21 September 2007, (2007) (CD-ROM).
ABSTRACT: The present paper describes a computer-assisted wind load evaluation system for the design of cladding of spatial structures, using an artificial neural network (ANN) and time-series simulation technique. First, a series of wind tunnel experiments are carried out, and the statistics of the wind pressures are stored in a database. Next, an ANN is constructed, which predicts the statistics of pressure coefficients at arbitrary points. Finally, a time series of wind pressure is numerically simulated based on an FFT approach. The system can be applied to a risk consistent design as well as to a fatigue design of the cladding. Focus is on spherical domes and vaulted roofs. 13. Wind force coefficients for designing free-standing canopy roofs Yasushi Uematsu, Eri Iizumi, Theodore Stathopoulos Journal of Wind Engineering and Industrial Aerodynamics, .95 (2007), 1486-1510
ABSTRACT: Wind loads on free-standing canopy roofs have been studied experimentally. Three types of roof geometries, i.e. gable, troughed and mono-sloped roofs were tested. Wind pressures were measured simultaneously at many points both on the top and bottom surfaces of the roof model for various wind directions. Based on the results for the most critical positive and negative peak pressure coefficients irrespective of wind direction, the wind force coefficients for the design of cladding and its immediately supporting structures are proposed. Correlation between the wind force and moment coefficients is investigated, and appropriate wind force coefficients for the design of main wind force resisting systems are proposed. Axial forces in the columns supporting the roof are regarded as the most important load effect. Two loading patterns causing maximum tension and compression of columns are considered.
14. Wind pressure loading cycles for evaluating wind-resistant performance of mechanically attached roofing systems on flat roofs with parapets Yasushi Uematsu, Kei Furuichi, Shuuji Nakamura, Masaya Sera, Masayuki Nakajima 2nd International Conference on Advances in Experimental Structural Engineering, Tongji Univ., Shanghai 200092, China, December 4-6, 2007, pp.597-605, 2007.12
ABSTRACT ： Waterproofing membrane used for flat roofs is spot-fastened to the roof deck by fasteners in mechanically attached roofing systems. Therefore, strong stresses act on the attached parts. Furthermore, fluctuating wind pressures may induce fatigue damage to the attached parts. In the design of such roofing systems, it is necessary to evaluate the dynamic effects of wind loading appropriately. Flat roofs generally have parapets, which significantly affect the dynamic wind pressures, particularly in the corner and edge zones of the roof. The purpose of the present study is to investigate the characteristics of fluctuating pressures on flat roofs with parapets, based on a series of wind tunnel experiments and thereby to discuss the wind pressure loading cycles for evaluating the wind resistance of mechanically attached single-ply roofing systems to dynamic wind loading. Focus is on the effect of parapet height on the peak wind pressures and wind pressure loading cycles.
15. 円筒形構造物の風荷重に関する風洞実験 植松 康，具 忠謨 日本風工学会論文集，第 33 巻第 1 号 ( 通号第 114 号 ) ， pp. 17-26 ， 2008.1 Wind-tunnel Study of Wind Loads on Circular Cylindrical Structures Yasushi UEMATSU, KOO Choong Mo Journal of Wind Engineers, JAWE, Vol.33, No.1(No.114) , pp. 17-26 ， 2008.1
SUMMARY: Wind loads for designing thin circular cylindrical structures, such as oil-storage tanks and silos, have been studied in a turbulent boundary layer, aiming at accumulating information for the revision of the AIJ Recommendation for Storage Tanks and Their Supports (1996). Wind pressure distribution on the roof, in the case of enclosed structures, was measured, the results of which are compared with the specifications of the AIJ Recommendations for Loads on Buildings (2004). The effects of open top on the pressure distributions on the external and internal wall surfaces are also investigated. Furthermore, the characteristics of instantaneous pressure distributions on the external surface are discussed by using a conditional sampling technique and the POD (Proper Orthogonal Decomposition) analysis.
16. 雪と雪問題を考える 植松 康 CE 建設業界 2008.2, pp.48-49, 2008.2
17. Wind Pressure Coefficient of a Pipe-Framed Greenhouse and Influence of the Side Gable Openings Using a Wind Tunnel Hideki MORIYAMA, Sadanori SASE, Yasushi UEMATSU, Tomoharu YAMAGUCHI 農業施設，第 38 巻第 4 号 ( 通巻 116 号 ) ， pp.1-12, 2008.3 The Journal of the society of Agricultural Structures, Japan , Vol.38, No.4(Ser. No.116), 2008.3
ABSTRACT ： The wind pressure coefficients Cp on a pipe-framed greenhouse (or simply ‘ pipe house ' ), whose shape consists of two or more curvatures, have been evaluated with a 1:20 scale model in a turbulent boundary layer. The length/width ratio of the model was 8.3. The Cp distribution was evaluated at various cross-sections of the model for various wind directions θfrom 0o (normal to the ridge) to 90o (parallel to the ridge). The evaluated Cp distribution forθ=0o was compared with the specifications for greenhouses with gable and circular arc roofs in the current design standard for greenhouse structures, and a significant difference was observed. The Cp distribution changed significantly with wind direction. The largest negative Cp value was about -3.5 near the ridge corner whenθ=25o . The influence of side gable openings on the external pressure coefficient Cpe internal pressure coefficient Cpi were also investigated. It is found that the Cpe distribution was not affected by the openings. On the other hand, the influence of openings on the Cpi value was significant. Whenθ=0o , the value of Cpi was as low as -0.9, which sifted the net wind force coefficient Cf to a positive value. The value of Cpi depended on the location of the openings as well as on the wind direction. Whenθ=90o, the value of Cpi varied from -0.2 in the leeward opening case to + 0.5 in the windward opening case.
付録 平成 19 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 ) 鵜久森 基 弾性関節接合部の回転・変形特性に関する実験的研究 ～柱・梁圧着面に着目した載荷試験～ ( 未来都市工学 ) 赤星 明紀 数値予報 GPV データ及びリアルタイム風観測値を利用したハイブリッド型地上風予測システムの開発 具 忠謨 薄肉円筒形構造物の設計用風荷重に関する研究 中原 浩一 園芸用パイプハウスにおける設計用風荷重と強風被害低減に関する研究 古市 圭 機械固定式防水システムの耐風性能評価法に関する研究
卒業論文 平成 19 年度 ( 構造安全システム学 ) 土屋 亘 弾性関節接合部における梁の回転・変形性能に関する実験的研究 ～初期張力と梁の剛性が離間に与える影響～ ( 未来都市工学 ) 助川 知洋 大空間構造物の外装材の耐風設計における新しい風荷重評価システムに関する研究 ～ソフト化による実設計への応用～ 藁谷 哲平 リアルタイム風観測値を利用したハイブリッド型地上風予測システムの開発 |
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