 |
|||
      |
|||
|
2006 論文集
1. 独立上屋の風荷重に関する研究 その２ 構造骨組用風力係数 植松 康，飯泉江梨，セオドル・スタトポラス 日本風工学会論文集 , 第 31 巻第 2 号 ( 通号第 107 号 ), pp. 35-49, 2006.4 Wind loads on free-standing canopy roofs: Part 2 Wind force coefficients for the design of main force resisting systems Yasushi UEMATSU, Eri IIZUMI, Theodore STOTHOPOULOS Journal of Wind Engineers, JAWE, Vol.31, No.2(No.107), pp. 35-49, 2006.4
SUMMARY: Wind loads on free-standing canopy roofs have been studied experimentally. Two series of wind tunnel experiments were carried out. In the first series, simultaneous pressure measurements were made for three types of roof geometries, i.e. gable, troughed and mono-sloped, with relatively low pitches (up to 15o). In the second series, the overall wind forces and moments were measured for gable and troughed roofs with medium pitches, 20 o to 30 o , using a force balance. Correlation between the wind force and moment coefficients is investigated, and appropriate wind force coefficients for the design of main 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 the maximum tension and compression of columns are considered. The effect of obstruction under the roof on the wind force coefficients is also investigated.
2. 強風災害の低減に向けて 植松 康 CE 建設業界５ , Vol.55, pp.54-56, 2006.5
3. Wind load evaluation system for the design of cladding of spatial structures Yasushi Uematsu, Raku Tsuruishi Proceedings of the Fourth International Symposium on Computational Wind Engineering, July 16-19, 2006, Yokohama , Japan (2006), pp.721-724 ABSTRACT: The paper describes a computer-assisted wind load evaluation system for the design of cladding of spatial structures, such as spherical domes, using artificial neural network (ANN) and time-series simulation technique. The system can be applied to a risk consistent design as well as to a fatigue design of the cladding. 4. 数値予報 GPV データを利用したハイブリッド型地上風予測システムの開発 赤星明紀，植松 康，中村 修，宮下康一，猿川 明，藤元栄行 日本建築学会大会学術講演梗概集 ( 関東 ), 構造Ⅰ , pp.133-134, 2006.9 Development of a hybrid system predicting wind velocity with GPV-data AKAHOSHI Akinori, UEMATSU Yasushi, NAKAMURA Osamu, MIYASHITA Koichi, SARUKAWA Akira, FUJIMOTO Hideyuki Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, , Structures I, pp.133-134, 2006.9
5. 機械固定式防水システムの動風圧評価法に関する研究 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 ( 関東 ), 構造Ⅰ , pp.149-150, 2006.9 Development of a hybrid system predicting wind velocity with GPV-data FURUICHI Kei, UEMATSU Yasushi, NAKAMURA Shuji, SERA Masaya Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, , Structures I, pp.149-150, 2006.9
6. 独立上屋の構造骨組用風力係数 その１ 提案した風力係数の妥当性・適用性の検討 中原浩一，植松 康 日本建築学会大会学術講演梗概集 ( 関東 ), 構造Ⅰ , pp.153-154, 2006.9 Wind loads for the structural frames of free-standing canopy roofs: Part 1 Validity and application of the proposed wind force coefficients NAKAHARA Koichi, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, , Structures I, , pp.153-154, 2006.9
7. 独立上屋の構造骨組用風力係数 その２ 片側支持タイプの片流れ屋根について 植松 康，中原浩一 日本建築学会大会学術講演梗概集 ( 関東 ), 構造Ⅰ , pp.155-156, 2006.9 Wind loads for the structural frames of free-standing canopy roofs: Part 2 Mono-sloped roofs of cantilever type UEMATSU Yasushi, NAKAHARA Koichi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, , Structures I, pp.155-156, 2006.9
8. 層貫通型弾性関節接合を用いた鋼構造骨組の基本的な変形特性に関する研究 小幡昭彦，山田大彦，古川 幸 日本建築学会大会学術講演梗概集 ( 関東 ), 構造Ⅲ , pp.569-570, 2006.9 Fundamental Deformation Characteristics of Structural Frames with Elastic-Hinge Joints across Stories Horizontally by Linked-Element Method OBATA Akihiko, YAMADA Motohiko, FURUKAWA Sachi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, , Structures I, pp.569-570, 2006.9
9. 独立上屋の風荷重に関する研究： その３ 提案した風力係数の妥当性と適用性 植松 康，飯泉江梨，セオドル・スタトポラス 日本風工学会論文集，第 31 巻第 4 号 ( 通号第 109 号 ) ， pp. 115-122 ， 2006.10 Wind loads on free-standing canopy roofs Part 2 Validity and application of theproposed wind force coefficients Yasushi UEMATSU, Eri IIZUMI, Theodore STOTHOPOULOS Journal of Wind Engineers, JAWE, Vol.31, No.4(No.109) , pp. 115-122 ， 2006.10.
SUMMARY: In the previous paper (Part 2), we proposed a set of wind force coefficients for designing free-standing canopy roofs, based on a series of wind tunnel experiments. The wind force coefficients for three types of roof geometries, i.e. gable, troughed and mono-sloped, were derived from a combination of the lift and aerodynamic moment coefficients. Assuming that four corner columns supported the roof, the axial forces induced in the columns were regarded as the most important load effect. The present paper investigates the validity and application of the proposed wind force coefficients. First, the coefficients are compared with the results of the LRC method. Then, it is discussed if the coefficients can be applied to the other roof supporting systems, for example, when two center or edge columns support the roof.
10. 非日常的災害と日常的災害 植松 康 CE 建設業界， pp.54-55, 2007.2
11. 大空間構造屋根葺き材の耐風設計における性能設計対応型風荷重評価システムの提案 植松 康，鶴石 楽，本郷 剛，菊池浩利 第 56 回理論応用力学講演会講演論文集， 1C01 ， pp.87-88 ， 2007.3 Wind load e ｓ timation system applicable to performance-based design for cladding of spatial structures Yasushi Uematsu, Raku Tsuruishi, Takeshi Hongo, Hirotoshi Kikuchi The 56th Nat. Cong. of Theoretica l & Applied Mechanics 2007 , 1C01 ， pp.87-88 ， 2007.3
|
|||