 |
|||
      |
|||
|
2008 論文集
1. 竜巻等の突風被害の実態と被害認定 植松 康，奥田泰雄 日本風工学会誌，第 33 巻第 2 号 ( 通号第 115 号 ) ， pp. 99-102 ， 2008.4 Tornado Damage and Damage Assessment of Houses Yasushi UEMATSU, Yasuo OKUDA Journal of Wind Engineers, JAWE, Vol.33, No.2(No.115) , pp. 99-102, 2008.4
2. オープントップオイルタンクの設計用風荷重 植松 康，具 忠謨，近藤 宏二 第 57 回理論応用力学講演会講演論文集， PP.261-262 ， 2008.6 Wind loads for designing open-topped oil storage tanks Yasushi Uematsu ， Choongmo Koo ， Koji Kondo The 57th Nat. Cong. of Theoretical & Applied Mechanics 2008, PP.261-262, 2008.6
ABSTRACT ： Wind pressure coefficients for designing open-topped oil storage tanks are investigated based on a series of wind tunnel experiments. First, wind pressures on the external and internal surfaces of a tank model are measured simultaneously at many points in a turbulent boundary layer. A conditional sampling and a POD analysis are employed. Then, the buckling behavior of an aeroelastic model is investigated. The critical load is compared with that for circular cylindrical shells proposed by the authors.
3. Model of wind pressure field on circular flat roofs and its application to load estimation Yasushi Uematsu, Tsuyoshi Moteki, Takeshi Hongo Journal of Wind Engineering and Industrial Aerodynamics, .96 (2008), 1003-1014, 2008.6
ABSTRACT ： The characteristics of wind pressures acting on circular flat roofs have been investigated based on the data obtained from a wind tunnel experiment. A simple model of the pressure field is provided as a function of the geometric parameters of the building and the turbulence parameters of the approach flow. A discussion is made regarding the application of the pressure model to wind load estimations for the main wind force resisting systems of circular flat roofs, using the gust effect factor approach and the LRC method. The gust effect factor and the equivalent static loads derived from the pressure model are compared with those obtained from the time history of pressures and roof responses. The results indicate that the pressure model can be used for evaluating the wind loads in practical design.
4. Wind loads on free-standing canopy roofs: Part 1 Local wind pressures Yasushi Uematsu, Theodore Stathopoulos, Eri Iizumi Journal of Wind Engineering and Industrial Aerodynamics, .96 (2008), 1015-1028, 2008.6
ABSTRACT ： Wind loads on free-standing canopy roofs have been studied in a wind tunnel. Three types of roof geometries, i.e. gable, troughed and mono-sloped roofs, with roof pitches between 0o and 15o, were tested. Wind pressures were measured simultaneously at many points both on the upper and lower surfaces of the roof model for various wind directions. The paper describes the characteristics of the local wind pressures with special attention to the mechanism and estimation of the peak net pressure coefficients. 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 structure are proposed. The proposed values are compared with the previous wind-tunnel results as well as with the specifications of the Australia/New Zealand (AS/NZ) Standard (2002).
5. Wind loads on free-standing canopy roofs: Part 2 Overall wind forces Yasushi Uematsu, Theodore Stathopoulos, Eri Iizumi Journal of Wind Engineering and Industrial Aerodynamics, .96 (2008), 1029-1042, 2008.6
ABSTRACT ： Wind loads on free-standing canopy roofs have been studied in a wind tunnel. Three types of roof geometries, i.e. gable, troughed and mono-sloped roofs, with roof pitches ranging from 0o to 15o, 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. The paper describes the characteristics of overall wind forces and moments acting on the roof with special attention to load combination. Correlation between wind force and moment coefficients is investigated. Wind force coefficients for the design of main wind force resisting systems are proposed, based on the results. For discussing the wind force coefficients, it is assumed that the roof is rigid and supported by four corner columns, and focus is on the axial forces induced in the columns as the most important load effect. Two loading patterns that cause the maximum tension and compression of columns are considered. The proposed values are compared with the specifications of the Australia/New Zealand Standard (2002).
6. WIND EFFECTS ON SLOSHING OF A FLOATING ROOF IN A CYLINDRICAL LIQUID STORAGE TANK Tetsuya Matsui, Yasushi Uematsu, Koji Kondo, Takuo Wakasa, Takashi Nagaya Proceedings of PVP2008, 2008 ASME Pressure Vessels and Piping Division Conference July 27-31, 2008,Chicago, Illinois, USA, pp.1-10, 2008.7
ABSTRACT ： Sloshing of a floating roof in an open-topped 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 wind-induced 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 within the framework of linear potential theory. Numerical results are presented which illustrate the significant effect of wind loads on the sloshing response of the floating roof.
7. 災害調査から学んだこと 植松 康 CE 建設業界８， Vol.57 ， pp46-47 ， 2008.8
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 －閉鎖型構造の外圧係数について－ 植松 康，中原浩一，森山英樹，佐瀬勘紀 農業施設，第 39 巻，第 2 号 ( 通巻 118 号 ) ， pp.35-46, 2008.9 Study of Wind Loads on Pipe-framed Greenhouses ? External Wind Pressure Coefficients on Enclosed Structures ? Yasushi Uematsu, Koichi Nakahara, Hideki Moriyama, Sadanori Sase
ABSTRACT ： Wind loads for designing the structural frames of pipe-framed greenhouses have been studied based on a series of wind-tunnel experiments with two kinds of pipe-framed greenhouse models. The present paper focuses on enclosed greenhouses with no openings. Wind pressure distributions on two or three typical cross-sections were measured in a turbulent boundary layer simulating natural winds over typical open-country exposure for various wind directions. The measurements were made in two different wind tunnels, which are quite different in size from each other. The LRC (Load Response Correlation) method is employed for estimating the design wind pressures, expressed as equivalent static pressures, with consideration for the time-space correlations of wind pressures. The bending moment at the windward column base is taken into account as the most important load effect. The results of the LRC method are compared with those of a time-history analysis as well as with those predicted from a conventional gust effect factor approach from the viewpoint of load effect. It is found that the largest load effect is induced in a frame near the windward gable wall in an oblique wind not in a central frame in a normal wind. The wind force coefficients for gable and circular arc roofs, which are specified in the current standards, are not necessarily appropriate for pipe-framed greenhouses often used in Japan . The effects of turbulence intensity and scale on the wind pressure distributions are also investigated.
9. 機械的固定防水工法の試験方法の検討（その１） 防水シート固定部位の静圧試験と動圧試験の比較 中島誠行，世良昌也，植松 康 日本建築学会大会学術講演梗概集 ( 中国 ) ，材料施工 , pp.13-14, 2008.9 The Methods of Attached Systems (Part 1) Comparison Between static Test and Dynamic Test of Waterproofing Membrane NAKAJIMA Masayukii, SERA Masaya, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Materials & Construction, pp.13-14, 2008.9
10. 機械的固定防水工法の試験方法の検討（その２） 動圧試験における防水シート固定部位の評価 世良昌也，中島誠行，植松 康 日本建築学会大会学術講演梗概集 ( 中国 ) ，材料施工 , pp.15-16, 2008.9 The Methods of Attached Systems (Part 2) Evaluation by Dynamic Test of Waterproofing Membrane SERA Masaya, NAKAJIMA Masayukii, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Materials & Construction, pp. 15-16, 2008.9
11. 竜巻等突風災害に対する地域防災計画の現状と課題 ～『佐賀市地域防災計画 竜巻災害対策』を事例として～ 池田淳子，植松 康，奥田泰雄，西村宏昭，高橋章弘，萩原一郎 日本建築学会大会学術講演梗概集 ( 中国 ) ，都市計画 , pp.337-338, 2008.9 Problems of Disaster Prevention Planning against Tornado Disaster; Case Study of Saga City IKEUCHI Junko, UEMATSU Yasushi, OKUDA Yasuo, NISHIMURA Hiroaki, TAKAHASHI Akihiro, HAGIWARA Ichiro Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp.337-338, 2008.9
12. 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１ 調査概要と建物復旧について－ 高橋章弘，植松 康，南 慎一，堤 拓哉，笠原裕作 日本建築学会大会学術講演梗概集 ( 中国 ) ，都市計画 , pp.339-340, 2008.9 Questionnaire Investigation of Tornado Disaster in Saroma Town , Hokkaido on November 7, 2006 - Part 1 Outline of Investigation and Restoration of Houses - TAKAHASHI Akihiro, UEMATSU Yasushi, MINAMI Shin-ich, TSUTSUMI Takuya, KASAHARA Yusaku Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp. 339-340, 2008.9
13. 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２ 人的被害と生活状況の変化について～ 笠原裕作，植松 康，高橋章弘，南 慎一，堤 拓哉 日本建築学会大会学術講演梗概集 ( 中国 ) ，都市計画 , pp.341-342, 2008.9 Questionnaire Investigation of Tornado Disaster in Saroma Town , Hokkaido on November 7, 2006 - Part 2 Human Damage and Change of Life - KASAHARA Yusaku, UEMATSU Yasushi, TAKAHASHI Akihiro, MINAMI Shin-ich, TSUTSUMI Takuya Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Urban Planning, pp.341-342, 2008.9
14. 数値予報 GPV データ及びリアルタイム風観測地を利用した ハイブリット型地上風予測システムの開発 赤星明紀，藁谷哲平，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 ( 中国 ) ，構造Ⅰ , pp.157-158, 2008.9 Development of a Hybrid System Predicting Wind Velocity with GPV-data and Real Time Data of Wind Observation AKAHOSHI Akinori, WARAGAI Teppei, UEMATSU Yasushi, NAKAMURA Osamu, MIYASHITA Koichi, SARUKAWA Akira, FUJIMOTO Hideyuki Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structures I, pp. 157-158, 2008.9
15. 樹木が風環境の評価結果に与える影響 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 ( 中国 ) ，構造Ⅰ , pp.159-160, 2008.9 Effects on wind environment caused by trees planted beside high-rise buildings FUJIMOTO Hideyuki, NAKAMURA Osamu, UEMATSU Yasushi, MIYASHITA Koichi, SARUKAWA Akira, and AKAHOSHI Akinori Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structures I, pp. 159-160, 2008.9
16. オープントップタンクの風圧場に関する風洞実験 具忠謨，植松康，近藤宏二 日本建築学会大会学術講演梗概集 ( 中国 ) ，構造Ⅰ , pp.165-166, 2008.9 Wind tunnel study of wind loads on thin circular cylindrical structures KOO Choong Mo, UEMATSU Yasushi, KONDO koji Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structures I, pp. 165-166, 2008.9
17. 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（その２） 濵井美希，植松 康 日本建築学会大会学術講演梗概集 ( 中国 ) ，構造Ⅰ , pp.211-212, 2008.9 Wind Load Evaluation System for Cladding of Spatial Structures (Part 2) HAMAI Miki, UEMATSU Yasushi Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structures I, pp.211-212, 2008.9
18. 園芸用パイプハウスの構造骨組用風荷重に関する検討 植松 康，小幡昭彦 日本建築学会大会学術講演梗概集 ( 中国 ) ，構造Ⅰ , pp.271-272, 2008.9 Wind Loads on Pipe-framed Greenhouses UEMATSU Yasushi, OBATA Akihiko Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structures I, pp.271-272, 2008.9
19. 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（その３） 助川知洋，植松 康，世良昌也，中村修治，中島誠行，渡部智之 日本建築学会大会学術講演梗概集 ( 中国 ) ，構造Ⅰ , pp.279-280, 2008.9 Evaluation of dynamic wind loads for mechanically-attached waterproofing systems (Part 3) SUKEGAWA Chihiro, UEMATSU Yasushi, SERA Masaya, NAKAMURA, Shuuji, NAKAJIMA Masayuki, WATANABE Tomoyuki Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structures I, pp. 279-280, 2008.9
20. Exact Analysis Method of Substructure in Frequency Domain T. Y. Wang, S. T. Xue, Y. Uematsu Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan , Structures I, pp. 369-370, 2008.9
21. Wind load evaluation system for the design of roof cladding of spherical domes Yasushi Uematsu, Raku Tsuruishi Journal of Wind Engineering and Industrial Aerodynamics, .96 (2008), pp.2054-2066, 2008.10
ABSTRACT ： This paper describes a computer-assisted wind load evaluation system for the design of roof cladding of spherical domes, using an aerodynamic database, an artificial neural network (ANN) and a time-series simulation technique. First, a series of wind tunnel experiments is carried out in two kinds of turbulent boundary layers. The statistics of wind pressures, e.g. mean, standard deviation, skewness and kurtosis, are computed and stored in the database, together with the coordinates of the measuring points. The power spectrum of pressure fluctuations is approximated by an exponential function of the reduced frequency. The values of the parameters included in the function are stored in the database. Next, an ANN is constructed, which predicts the statistical values of pressure coefficients at an arbitrary point from the information on the dome's geometry and the turbulence intensity of approach flow. Finally, a time series of wind pressure is numerically simulated based on an FFT approach, in which the non-normality of pressure fluctuations is considered. The proposed wind load evaluation system can be applied to a risk-consistent design as well as to a fatigue design of the roof cladding and its fixings.
22. 建築外装材の被害と対策 第 3 章 風荷重と被害事例‐ 3 植松 康 Structure, No.108, pp44-47, 2008.10 Damage to cladding and components Yasushi Uematsu Structure, No.108, pp44-47, 2008.10
SUMMARY: A lot of wind-induced damage is done to cladding and components of buildings during typhoons. Although each of the damage is relatively slight, the total economical loss caused by the damage could become significant, because the damaged area may be very wide. The features of the damage to buildings, particularly to cladding and components, caused by recent typhoons are described, based on the results of damage investigations. It is found that proper design, construction and maintenance of cladding is very important from the viewpoint of wind-resistance of buildings.
23. 数値予報 GPV データ及びリアルタイム風観測地を利用した ハイブリッド型地上風予測システムの開発 赤星明紀，藁谷哲平，植松 康，中村 修，宮下康一，猿川 明，藤元栄行 第 20 回風工学シンポジウム論文集 , pp115-120, 2008.12 DEVELOPMENT OF A NOWCAST SYSTEM OF LOCAL WIND VELOCIIIES NEAR THE GROUND USING THE JMA GPV-DATA AND REAL-TIME WIND MEASUREMENTS Akinori AKAHOSHI, Teppei WARAGAI, Yasushi UEMATSU, Osamu NAKAMURA, Koichi MIYASHITA, Akira SARUKAWA, Hideyuki FUJIMOTO The 20th National Symposium on Wind Engineering, pp115-120, 2008.12
ABSTRACT ： The purpose of the present study is to develop a nowcast system of local wind velocities near the ground using the JMA GPV data and real-time wind measurements. In the system, the wind velocity and direction at a reference point are first predicted by the use of an artificial neural network, the input data of which are the GPV data or the real-time wind data obtained at several meteorological observatories. Then, the predicted data are combined with the results of a wind tunnel experiment or CFD to predict the local wind velocities near the ground. A comparison between the predicted and actual data shows a relatively good agreement, which implies the potential of the proposed system..
24. 2006 年 11 月 7 日佐呂間町で発生した竜巻災害に関するアンケート調査 高橋章弘，植松 康，堤 拓哉，南 慎一，笠原裕作 第 20 回風工学シンポジウム論文集 , pp175-180, 2008.12 QUESTIONNAIRE STUDY OF TORNADO DISASTER IN SAROMA TOWN ON NOVEMBER 7, 2006 Akihiro TAKAHASHI, Yasushi UEMATSU, Takuya TSUTSUMI, Shin-ichi MINAMI, Yusaku KASAHARA The 20th National Symposium on Wind Engineering, pp175-180, 2008.12
ABSTRACT ： Saroma Town in Hokkaido was subjected to a severe disaster by an F3 tornado on November 7, 2006. Nine people were killed and thirty-one injured. Many buildings were collapsed and damaged. The authors conducted a questionnaire study answered by the residents in the damaged area in order to clarify the features of tornado and damage to buildings, lifeline facilities and humans. Information on the restoration of the damaged area as well as on the measures taken by administrative bodies, such as the town office, was also obtained, which will be useful for discussing tornado disaster reduction.
25. 住家の強風被害に適用できる被害認定基準 奥田泰雄，西村宏昭，植松 康，萩原一郎，喜々津仁密，高橋章弘，池内淳子 第 20 回風工学シンポジウム論文集 , pp235-240, 2008.12 CRITERION FOR CERTIFICATION OF HIGH WIND DAMAGE TO HOUSES Yasuo OKUDA, Hiroaki NISHIMURA, Yasushi UEMATSU, Ichiro HAGIWARA, Hitomitsu KIKITSU, Akihiro TAKAHASHI, Junko IKEUCHI The 20th National Symposium on Wind Engineering, pp235-240, 2008.12
ABSTRACT: The Cabinet Office has developed “Authorized standard of damage to houses” and recommended quantitative evaluation on degrees of damage. However, some problems have been pointed out on this standard as follows: differences between the authorized results and the actual damage to houses and difficulty in the appropriate judgment on various kinds of damage. In this paper the authors arranged the problems on this standard provided by the Cabinet Office and proposed a form of a new criterion considering the application to high wind damage.
26. 竜巻等突風災害に対する行政の災害対応能力向上に関する研究 池内 淳子 , 植松 康 , 奥田 泰雄 , 西村 宏昭 , 高橋 章弘 , 萩原 一郎 , 谷口 徹郎 , 谷池 義人 第 20 回風工学シンポジウム論文集 , pp241-246, 2008.12 STUDY ON THE IMPROVEMENT OF RESPONSE CAPABILITIES FOR LOCAL GOVERNMENTS AGAINST WIND DISASTERS SUCH AS TORNADOES Junko IKEUCHI, Yasushi UEMATSU, Yasuo OKUDA, Hiroaki NISHIMURA, Akihiro TAKAHASHI, Ichiro HAGIWARA, Tetsuro TANIGUCHI, Yoshihito TANIIKE The 20th National Symposium on Wind Engineering, pp241-246, 2008.12
ABSTRACT: This paper describes how to plan the emergency operation against wind disasters such as tornadoes as well as how to improve the response capabilities for local governments. The authors investigated some Local Disaster Management Plans documented by many prefectures and traced the response action of Saga City just after the occurrence of the tornado in 2004. It is recommended that the use of the tornado watch/warning system by the Japan Meteorological Agency should be included in the emergency management plan. Furthermore, key facilities which are necessary for maintaining the response action during severe events should be protected perfectly.
27. オープントップオイルタンクの設計用風荷重 具 忠謨 , 植松 康 , 近藤 宏二 第 20 回風工学シンポジウム論文集 , pp433-438, 2008.12 WIND LOADS FOR DESIGNING OPEN-TOPPED OIL STORAGE TANKS Choongmo Koo, Yasushi Uematsu, Koji Kondo The 20th National Symposium on Wind Engineering, pp433-438, 2008.12 ABSTRACT: Wind force coefficients for designing open-topped oil storage tanks are investigated based on wind tunnel experiments and theoretical analysis of the buckling behavior of thin cylindrical shells under wind loading. Two series of wind tunnel experiments are carried out. In the first series, simultaneous pressure measurements both on the external and internal surfaces of the wall are made. A conditional sampling technique and a POD analysis are employed to understand the characteristics of pressure field on the wall in detail. In the second series of experiments, the buckling behavior of thin cylindrical shells with or without roof is investigated. A special attention is paid to the critical wind force per unit area at the windward stagnation point causing a buckling of the shell. The buckling load obtained from the wind tunnel experiment is compared with those from a theoretical analysis as well as from an empirical formula that was proposed for longer cylinders with closed top.
28. 機械的固定工法シート防水システムの疲労損傷を考慮した耐風性能評価法 植松 康 , 中村修治，世良昌也 第 20 回風工学シンポジウム論文集 , PP473-478, 2008.12 EVALUATION OF WIND RESISTANT PERFORMANCE OF MECHANICALLY-ATTACHED WATERPROOFING SYSTEMS IN CONSIDERATION OF FATIGUE DAMAGE Yasushi UEMATSU, Shuuji NAKAMURA, Masaya SERA The 20th National Symposium on Wind Engineering, pp473-478, 2008.12
ABSTRACT: In the mechanically attached waterproofing systems used for flat roofs, the waterproofing membrane is spot-fastened to the roof deck by fasteners. Therefore, wind loads induce strong stresses in the attached parts and may cause fatigue damage to them. In the design of such roofing systems, it is necessary to evaluate the dynamic effects of wind loading appropriately. Furthermore, flat roofs generally have parapets along the perimeter, which significantly affect the dynamic wind pressures on the roofs. The present paper discusses the wind pressure loading cycles for evaluating the wind resistance of mechanically attached waterproofing systems, considering the effects of parapet height. The wind loading cycles used in the performance test is proposed based on a series of wind tunnel experiments.
29. 頂部開口型円筒液体貯槽における浮屋根の強風時スロッシング応答 松井徹哉，植松 康，近藤宏二，若狭拓夫，永谷隆志 日本建築学会構造系論文集， Vol.74 ， No.636 ， pp.235-242 ， 2009.2 WIND EFFECTS ON SLOSHING OF A FLOATING ROOF IN AN OPEN-TOPPED CYLINDRICAL LIQUID STORAGE TANK Tetsuya MATSUI, Yasushi UEMATSU, Koji KONDO, Takuo WAKASA, Takashi NAGAYA Journal of Structurral and Construction Engineering, AIJ, Vol.74, No.636, pp.235-242, 2009.2
ABSTRACT: Sloshing of a floating roof in an open-topped 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 wind-induced 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 within the framework of linear potential theory. Numerical results are presented which illustrate the significant effect of wind loads on the sloshing response of the floating roof.
30. 災害低減と環境保全 植松 康 CE 建設業界２， Vol.58 ， pp50-51 ， 2009.2
31. 北海道および東北地方における竜巻等突風災害の特徴 植松 康，笠原裕作 東北地域災害科学研究 第 45 巻， pp.5-10 ， 2009.3
付録 平成 20 年度 修士学位論文及び卒業論文題目一覧
修士学位論文 荒勝 文雄 メッシュ膜を用いた独立上屋の風力係数に関する研究 笠原 裕作 竜巻災害の実態と対策に関する研究 ～北海道・東北地方を中心として～ 佐々木由美 塗膜劣化診断システムの構築に関する基礎的研究 濵井 美希 大空間構造のエアロダイナミクスに及ぼす空力減衰と空力剛性の効果 宮本 義貴 弾性関節接合工法を用いた柱・梁接合部の力学特性に関する研究
卒業論文 田中 賢嗣 園芸用パイプハウスの構造骨組設計用外圧係数の提案 松本 悟 ＨＰ型独立上屋の設計用風荷重に関する研究 |
|||