 |
||
      |
||
 |
||
| 2015 論文集
1. ダ ウンバーストによる建築物の風荷重に関する研究 飯田 有未，植松 康，ガヴァンスキ江梨 日 本風工学会論文集，第40巻第2号(通号第143号)，pp.40-49，2015.4 A Study of Downburst-induced Wind Loading on Buildings Yasushi UEMATSU Journal of Wind Engineering, JAWE, Vol.40, No.2 (No.143), pp. 40-49, 2015.4
2. 配 管の風荷重 植 松 康 配 管技術，第57巻 第6号(通 巻766号)，pp.1-5，2015.5 Wind loads on piping Yasushi UEMATSU The Piping Engineering, Vol.57, No.6 (No.766), pp. 1-5, 2015.5
3. Effect of Porosity on the Wind Loads on a Hyperbolic Paraboloid Canopy Roof Yasushi Uematsu, Yukari Miyamoto, Eri Gavanski1 Journal of Civil Engineering and Architecture 9, pp. 715-726, 2015.6
abstract：A discussion is made of the wind force coefficients for designing the main wind force resisting systems of H.P. (Hyperbolic-Paraboid)-shaped porous canopy roofs on the basis of a wind tunnel experiment. Roof models with a number of small circular holes were made of nylon resin using laser lithography. The porosity was changed from 0 (solid) to 0.4. Besides the porosity, the geometric parameters of the models were the rise to span ratio and slope of the roof. The overall aerodynamic forces and moments acting on a model were measured by a six-component force balance in a turbulent boundary layer. The results indicate that the porosity significantly reduces the wind loads. The design wind force coefficients for porous canopy roofs can be provided by those for solid roofs with the same configuration multiplied by a reduction factor. The proposed wind force coefficients are verified by a comparison of the load effect predicted by the proposed wind force coefficients with the maximum load effect obtained from dynamic analyses using the time history of wind force and moment coefficients. The axial forces induced in the columns supporting the roof are regarded as the load effect for discussing the design wind loads.
4. 福 島県における鉄骨造屋内運動場の耐震診断事例に関する調査報告 渡 部 慶，今野大輔，植松 康 日 本建築学会東北支部研究報告集構造系，第78号，pp.109-112，2015.6 Study on seismic evaluation and retro fitting of steel gymnasiums in Fukushima Prefecture Kei WATANABE, Daisuke KONNO, Yasushi UEMATSU Proceedings of AIJ Tohoku Chapter Architectural Design Meeting, Vol.78, pp.109-112, 2015.6
5. Buckling of Open-topped Oil Storage Buckling of Open-topped Oil Storage Tanks under Static Wind Loading Yasushi Uematsu, Takayuki Yamaguchi, Jumpei Yasunaga 14th International Conference on Wind Engineering, Porto Alegre, Brazil, June 21-26, 2015.6
ABSTRACT: The present paper investigates the buckling behavior of open-topped oil storage tanks made of thin steel sheets and stiffening rings (wind girders) under static wind loadings based on a finite element analysis. The distributions of wind force coefficients Cf, or wind pressure difference coefficients on two or three tank models arranged in line are measured in a turbulent boundary layer. Measurements are also made for isolated models for comparison. The aspect ratio (height/diameter) H/D of the model is changed from 1.0 to 0.25 and the radius to thickness ratio R/t from 500 to 4000. The non-dimensional gap spacing S/D between models is changed from 0.125 to 1.0. The results on the mean wind force coefficients Cf_mean are used for the buckling analysis. First, the buckling behavior (i.e. buckling load and mode) of open-topped tanks with rigid wind girders installed at the top are investigated. Focus is on the effect of circumferential Cf_mean distribution on the buckling behavior. The results indicate that the distribution of positive Cf_mean values in the windward area affects the buckling load significantly. Then, the effects of the top and intermediate wind girders on the buckling behavior of ring-stiffened tanks are investigated. When the non-dimensional flexural rigidity of wind girders is larger than a critical value depending on H/D and R/t, the buckling load is little affected by . In such a case the buckling mode does not involve the deflection of wind girders. An empirical formula is provided for predicting the buckling loads of ring-stiffened open-topped oil storage tanks.
6. Study on load resistance of elastically-supported window glass Daisuke Konno, Eri Gavanski, Yasushi Uematsu 14th International Conference on Wind Engineering, Porto Alegre, Brazil, June 21-26, 2015.6
ABSTRACT: The strength of elastically-supported glass plates subjected to wind load was investigated by performing full-scale breakage tests and numerical simulation that can predict glass failure pressure. Full-scale breakage tests were carried out using window specimens whose edges are supported as used in practice in order to validate the applicability of numerical simulation for the elastic support condition. The results indicate that the numerical simulation can capture full-scale breakage test results by adjusting parameters related to the material characteristics and testing environments, especially relative humidity, RH. In addition, current regulations for evaluating the wind-resistance of glass plate in Japan, USA and Australia were examined by comparing the results obtained from the numerical simulation. As a result of comparison, it is shown that the load resistance in Japan is likely to overestimate the wind-resistance of glass plate and not to capture the effect of window size and its aspect ratio compared to those obtained from other countries’ code.
7. INFLUENCE OF RIDGE HEIGHT OF PIPE-FRAMED GREENHOUSES ON WIND PRESSURE COEFFICIENTS H. Moriyama, S. Sase, Y. Uematsu, M. Ishii, L. Okushima American Society of Agricultural and Biological Engineers, Vol. 58(3) , pp. 763-769, 2015.6
ABSTRACT: Taller pipe-framed greenhouses (pipe houses hereafter) are required to maintain a buffer zone for an improved thermal environment or to install devices for controlling the thermal environment, such as movable curtains. This study investigates the effect of ridge height on the distributions of the wind pressure coefficient (Cp) on pipe houses based on a wind tunnel experiment using 1:20 scale models. The width and length of a standard pipe house in full scale were 6 and 50 m, respectively, while the ridge height was varied from 3.16 to 5.16 m. The results indicate that the Cp distribution on the windward roof was strongly affected by the ridge height when the wind direction was normal to the ridge line. The windward roof was generally subjected to negative wind pressure (suction). The suction had a maximum value behind the windward eave, which increased in magnitude with an increase in ridge height. This effect may be related to the flow separation at the windward eave and reattachment on the windward roof. As a result, the drag and lift coefficients (CD and CL) obtained from the Cp distribution were also affected by the ridge height. High suctions were induced locally at the ridge corner of the leeward roof with an oblique wind.
8. 金属サイディング固定部の 頭抜け破壊を対象とした耐風性能評価に関する研究 渡部 慶，ガヴァンスキ江 梨，植松 康 日本建築学会大会学術講演梗概集(関東)，材 料・施工，pp.927-928，2015.9 Wind load-resistance of metal siding against pull-through type of failure Kei WATANABE, Eri GAVANSKI, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Material and Contraction, pp.927-928, 2015.9
9. 2014 年2 月14～16 日 の大雪による群馬県での農業用ハウスとカーポートの被害 植 松 康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.91-92，2015.9 Damage to greenhouses and carports in Gunma Prefecture due to heavy snow during February 14 to 16, 2014 Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp.91-92, 2015.9
10. 地 表付近の風の性状と地表面粗度に関連する諸量の関係 そ の4 風洞実験による風の変動特性の測定 佐々 木亮治，赤 星明紀，中 村 修，宮 下康一，植 松 康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.117-118，2015.9 Comparison of characteristics of terrain roughness and ground surface wind Part 4 Measurement of turbulence of wind based on wind tunnel test Ryoji SASAKI, Akinori AKAHOSHI, Osamu NAKAMURA, Koichi MIYASHITA, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 117-118, 2015.9
11. 超 音波型風速計を用いた風環境調査に関する研究 そ の１ 都市部地表面付近に設置された三杯型風速計と超音波型風速計の風速値の差について 赤 星明紀，中 村修，宮 下康一，猿 川明，植 松康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.119-120，2015.9 A study of wind environmental survey by using ultrasonic anemometers, Part 1: A survey of the difference of the wind speed value measured by a 3 cup anemometer and an ultrasonic anemometer near the ground surface in urban areas. Akinori AKAHOSHI, Osamu NAKAMURA, Koichi MIYASHITA, Akira SARUKAWA, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 119-120, 2015.9
12. ダウンバーストによる建築 物の風荷重に関する数値解析に基づく検討 星 野菜紡，植松 康，ガヴァンスキ江梨 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.149-150，2015.9 A study based on numerical simulation of downburst-induced wind loading on building Natsumi HOSHINO, Yasushi UEMATSU, Eri Gavanski Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 149-150, 2015.9
13. 大 スパン園芸用鉄骨ハウスの最適断面形状を用いた風洞実験による風力低減効果の検証 金 南昔，植 松康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.189-190，2015.9 Reduction of wind loads on a steel greenhouse with the wing-like cross section Namseok KIM, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 189-190, 2015.9
14. 園 芸用パイプハウスの風・雪荷重による崩壊過程に関する研究 髙 橋和也，植 松康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.191-192，2015.9 Study on collapse processes of pipe-framed greenhouses under wind and snow loads Kazuya TAKAHASHI, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 191-192, 2015.9
15. 妻面開放型骨組膜構造建築 物の組み合わせ荷重に関する考察 髙舘祐貴，植 松康，ガヴァンスキ江梨 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.193-194，2015.9 Discussion of wind load combination for open-type framed membrane structures Yuki TAKADATE, Yasushi UEMATSU, Eri GAVANSKI Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 193-194, 2015.9
16. 現行の板ガラス耐風性能評 価式の数値シミュレーションに基づく妥当性検討 今 野大輔，ガヴァンスキ江梨，植 松康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.207-208，2015.9 Examination of the evaluation method of wind-resistance for glass plates based on the numerical simulation Daisuke KONNO, Eri GAVANSKI, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 207-208, 2015.9
17. 金 属サイディングを用いた外壁システムの実変動風圧下における挙動と耐風性能評価法に関する 研 究 そ の1 研 究概要と要素試験 ガ ヴァンスキ江梨，髙 橋麻衣，植 松康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.209-210，2015.9 Evaluation of wind resistance of wall systems made of metal sidings under realistic wind loading Eri GAVANSKI, Mai TAKAHASHI, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 209-210, 2015.9
18. 金 属サイディングを用いた外壁システムの実変動風圧下における挙動と耐風性能評価法に関する 研 究 そ の2 実 物大動風圧試験と適切な耐風性能評価法の検討 髙 橋麻衣，ガ ヴァンスキ江梨，植 松康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.211-212，2015.9 Evaluation of wind resistance of wall systems made of metal sidings under realistic wind loading Mai TAKAHASHI, Eri GAVANSKI, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 211-212, 2015.9
19. 風 外力を受ける高層建物の外装材疲労損傷評価に関する研究 そ の４：疲労検討に用いる等価作用時間の検討 寺 﨑浩，植 松康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.213-214，2015.9 Fatigue Damage Evaluation of High-rise Building Cladding and Components subjected to Dynamic Wind Forces Part4：Equivalent Cumulative Time for Fatigue Damage Evaluation Hiroshi TERAZAKI, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 213-214, 2015.9
20. ルー バーの圧力損失係数に関する検討 相 原知子，植 松 康 日本建築学会大会学術講演梗概集(関東)，構 造Ⅰ，pp.225-226，2015.9 A Study of Pressure Loss Coefficient of Louver Tomoko AIHARA, Yasushi UEMATSU Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I, pp. 225-226, 2015.9
21. 実 変動風荷重載荷装置の性能評価 ガ ヴァンスキ江梨，髙 橋麻衣，植 松康，モリソンマリー 日 本建築学会技術報告集，第21巻 第49号，pp.1075-1080，2015.10 Quantitative Performance Evaluation of Time-varying Wind Pressure Loading Actuator Eri GAVANSKI, Mai TAKAHASHI, Yasushi UEMATSU, Murray J. MORRISON AIJ Journal of Technology and Design, Vol.21 No.49, pp.1075-1080, 2015.10
22. Wind Tunnel Study of Wind Force Coefficients for Open-type Framed Membrane Structures Yuki TAKADATE1, Yasushi UEMATSU1, Eri GAVANSKI 10th International Symposium on Advanced Science and Technology in Experimental Mechanics, 1-4 November, 2015, Matsue, Japan, 2015.11
Abstract : Design wind force coefficients are proposed on the basis of wind tunnel experiment. Three different gable-end conditions are tested; i.e. enclosed type, open type (without gable walls) and partially enclosed type (with one gable wall). The wind pressures are simultaneously measured at many points both on the external and internal surfaces in a turbulent boundary layer. First, the features of mean wind force distributions are made clear. Then, the design wind force coefficients are discussed, where focus is on the load effect induced by wind loads. Based on the results obtained from a series of wind tunnel experiment and structural analysis, we propose a simplified model of the wind force coefficients for the main wind force resisting systems by using the LRC method.
23. Design wind force coefficients for free-standing canopy roofs of membrane structures Fumiyoshi Takeda, Tatsuya Yoshino, Yasushi Uematsu Technical Transactions Civil Engineering 2015, 2-B, pp.167-189, 2015.12
Abstract : The present study examines the wind-induced behaviour of free-standing membrane canopy roofs with various types of roof-supporting systems and presents wind force coefficients for designing such roofs. The effects of roof deformation and choice of roof-supporting system on wind force coefficients are investigated. The characteristics of wind-induced responses of the roofs are taken into account for improving the wind force coefficients that we previously proposed based on the results of wind tunnel experiment with rigid roof models.
24. Wind-induced scattering of permeable unit flooring decks loosely laid on rooftops and balconies of high-rise buildings Yasushi Uematsu, Yoshiki Shimizu, Yoshimasa Miyake, Yusuke Kanegae Technical Transactions Civil Engineering 2015, 2-B, pp.191-213, 2015.12
Abstract : The present paper discusses the mechanism of the wind-induced scattering of permeable unit flooring decks loosely laid on the rooftops and balconies of high-rise buildings. Firstly, the scattering mechanism of decks was investigated, based on a blowing test using a blower and actual decks. Subsequently, a simulation model was constructed for estimating the internal pressures under the decks (pressures acting on the bottom surface of decks) obtained from a wind tunnel experiment – this is based upon the unsteady Bernoulli equation and the time history of external pressures on the rooftop and balconies. Combining the simulated internal pressures and the experimentally obtained external pressures, the time history of net wind pressures acting on the decks were computed. Finally, the threshold wind speed of scattering (scattering wind speed) was obtained by applying the scattering mechanism to the simulated time history of the net wind pressures.
25. Relationship between Surface Roughness and Turbulence of Natural Winds near the Ground Surface Ryoji Sasaki, Akinori Akahoshi, Yasushi Uematsu Technical Transactions Civil Engineering 2015, 2-B, pp.317-330, 2015.12
Abstract : The design of low-rise buildings such that they can handle wind loads makes it necessary to accurately evaluate those wind loads, both on the structural framework and on the cladding/components. To this end, it is necessary to fully understand the characteristics of the wind near the ground around a building. This study sets out to develop a quantitative means of estimating the turbulence of the wind near the surface of the ground, based on field measurements obtained at different points across Japan. The surface roughness is evaluated based on several factors taken from a building information database. The relationship between these factors and the turbulence of the wind is discussed. The effect of the observation height, relative to the surface of the ground, on the turbulence is also investigated.
26. 屋 上広告板に作用する風力特性および外装材用設計風力係数の提案 益 山由佳，中村修，植松康，奥田泰雄 日 本風工学会論文集，第41巻 第1号(通 号第146号)，pp.12-23，2016.1 Design Wind Force Coefficients for Signboards Installed on the Rooftop of Building Yuka MASUYAMA, Osamu NAKAMURA, Yasushi UEMATSU, Yasuo OKUDA Journal of Wind Engineering, JAWE, Vol.41, No.1 (No.146), pp. 12-23, 2016.1
27. 科 学実験教室「かぜのふしぎ・ながれのふしぎ」～こども・風流楽会in仙 台～ 吉 田早智子，植松康 日 本風工学会誌，第41巻 第1号 （通号第146号），pp.49-51，2016.1 Mysteries of Wind and Flow ~KODOMO HURYURAKKAI in Sendai~ Sachiko YOSHIDA, Yasushi Uematsu Wind Engineers, JAWE, Vol.41, No.1 (No.146), pp. 49-51, 2016.1
28. 複 合金属サイディングを対象とした耐風性能評価法の妥当性検討 ガ ヴァンスキ 江 梨，髙橋麻衣，植松康 日 本建築学会構造系論文集，第81巻 第720号，pp.377-383，2016.2 Investigation on Wind Resistance Evalualtion Method of Composite Sidings with Metal Eri GAVANSKI, Mai TAKAHASHI, Yasushi UEMATSU Journal of Structural and Construction Engineering, Transactions AIJ, Vol. 81, No. 720, pp.377-383, 2016.2
Abstract : For the determination of wind resistance of cladding materials, tests with specimens whose size is relatively small and represents a part of the cladding system, using simplified test setups (i.e., a partial component test) tend to be performed due to their simplicity and the technical testing capability of cladding manufacturers. However, the differences between failure load (pressure) of claddings obtained by such simplified methods and that obtained under more realistic loading with specimens fully representing actual cladding systems (i.e., a complete component test) are not generally quantified. The present study examines this difference in failure loads by performing complete component tests and partial component tests using a wall system employing composite siding with metal, and discusses the parameters which influence failure loads.
29. 園 芸用パイプハウスの風荷重および雪荷重による崩壊過程 高 橋和也，植松康 農 業施設，第47巻 第１号（通巻148号），pp.1-8，2016.3 Collapse Processes of Pipe-framed Greenhouses Under Wind or Snow Loads Kazuya TAKAHASHI, Yasushi UEMATSU The Journal of the Society of Agricultural Structures, Vol.47, No.1 (Ser. No.148), pp.1-8, 2016.3
付録 平成27年 度 修 士学位論文及び卒業論文題目一覧
博士学位論文 佐々木亮治 地表面粗度に関する数値情報と風速変動特性の定 量的関係に関する研究
修士学位論文 髙舘 祐貴 妻面開放型骨組膜構造建築物の設計用風荷重に関する研究 星野 菜紡 ダウンバーストの非定常性が建築物の風荷重に及 ぼす影響に関する研究
卒業論文 山 村 朗丸 円筒形独立上屋の構造骨組用風力係数に関する研究 吉 田佐智子 積雪寒冷地における木造住宅の小屋組接合部耐力試験に基づく強風被害予測に 関する研究
|
||