2013論文集
 


1.   風荷重を受けるオープントップオイルタンクの座屈と動的応答解析

安永隼平,植松 康

日本風工学会誌,第38巻第2号(通号第135号),pp.179-180,2013.4

Buckling and Dynamic Behavior of Open-topped Oil-storage Tanks under Wind Loading

Yasunaga Junpei, UEMATSU Yasushi

Wind Engineering, JAWE, Vol.38, No.2(No.135), pp.179-180, 2013.4

 

2.   経年劣化した板ガラス初期強度の算定

ガヴァンスキ江梨,今野大輔,植松 康

日本風工学会誌,第38巻第2号(通号第135号),pp.205-206,2013.4

Estimation of Initial Glass Strength of Weathered Window Glass Plates

Eri GAVANSKI, Daisuke KONNO, Yasushi UEMATSU

Wind Engineering, JAWE, Vol.38, No.2(No.135), pp.205-206, 2013.4

 

3.   「陸前高田 奇跡の一本松」プロジェクト‐モニュメントの耐風設計‐

金 南昔,飯田有未,植松 康

日本風工学会誌,第38巻第2号(通号第135号),pp.209-210,2013.4

Wind Resistant Design of ‘Rikuzentakata’s Pine Tree of Hope’

Nam-Seok KIM, Yumi IIDA, Yasushi UEMATSU

Wind Engineering, JAWE, Vol.38, No.2(No.135), pp.209-210, 2013.4

 

4.   岩手県における鉄骨造屋内運動場の耐震診断事例及び改修方法に関する調査研究

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76号,pp. 35-38,2013.6

Study on Seismic Evaluation and Retrofiting of Steel Gymnasiums in Iwate Prefecture

Daisuke KONNO, Yasushi UEMATSU

Proceedings of AIJ Tohoku Chapter Architectural Research Meeting, Vol.76, pp. 35-38, 2013.6

 

5.   屋上及びバルコニーに敷設される床材の飛散風速予測に関する研究

清水善規,植松 康,三宅慶昌,鐘ヶ江勇介

日本建築学会東北支部研究報告集構造系第76号,pp.83-86,2013.6

Study on Wind-Induced Scattering of Unit Flooring Placed on The Rooftop

and Balcony of Apartment Houses

SHIMIZU Yoshiki, UEMATSU Yasushi, MIYAKE Yoshimasa, KANEGAE Yusuke

Proceedings of AIJ Tohoku Chapter Architectural Research Meeting, Vol.76, pp.83-86, 2013.6

 

6.      Wind Loads on Open-topped Oil-storage Tanks in Various Arrangements

Y. Uematsu1 and J. Yasunaga

EACWE2013, 6th European and African Conference on Wind Engineering, Robinnson College, Canbridge, 7-11

July.2013

 

Abstract:Wind pressure coefficients for designing open-topped oil-storage tanks were investigated based on a wind tunnel experiment. Focus was on the interference between multiple tanks placed in various arrangements. The wind pressures were measured at many points simultaneously both on the external and internal surfaces of rigid models in a turbulent boundary layer. The results indicate that the wind pressure distributions are strongly dependent on the arrangement. A discussion is made of the effects of arrangement pattern and gap spacing on the distribution of positive pressure difference coefficients in the windward region that affects the buckling behavior of the tanks significantly.

 

7.   2012年5月6日の竜巻災害に対するつくば市北条地区住民への調査報告会

池内淳子,植松 康,奥田泰雄,喜々津仁密

日本風工学会誌,第38巻第3号(通号第136号),pp. 332-333,2013.7

Briefing of Tornado Disaster on May 6, 2012 to the Residents of Hojo District, Tsukuba City

Junko IKEUCHI, Yasushi UEMATSU, , Hitomitsu KIKITSU

Journal of Wind Engineering, JAWE, Vol.38, No.3(No.136), pp. 332-333, 2013.7

 

8.   2012年5月6日つくば市で発生した竜巻災害における被災住民の行動分析

=北条地区住民へのヒアリング調査結果=

池内淳子,植松 康,奥田泰雄,神田 亮,ガヴァンスキ江梨,高橋章弘

日本建築学会大会学術講演梗概集(北海道),構造T,pp.99-100,2013.8

Analysis of Human Behavior in the Tornado Disaster that occurred in Tsukuba City on May 6, 2012

IKEUCHI Junko, UEMATSU Yasushi, OKUDA Yasuo, KANDA Makoto, GAVANSKI Eri,

TAKAHASHI Akihiro

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp.99-100, 2013.8

 

9.   平成24年5月6日北関東で発生した竜巻災害における被災自治体の対応

植松 康,高橋章弘,池内淳子

日本建築学会大会学術講演梗概集(北海道),構造T,pp.101-102,2013.8

Administrative Actions of Local Governments Stricken by the North Kanto Tornado Disaster on

May 6, 2012

(Part 1 Parameters Related to the Terrain)

UEMATSU Yasushi, TAKAHASHI Akihiro, IKEUCHI Junko

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 101-102, 2013.8

 

10.ダウンバーストシミュレータの製作とその基本性能

飯田有未,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(北海道),構造T,pp.109-110,2013.8

Prototype of the downburst simulator and its fundamental performance

Yumi. Iida, Yasushi Uematsu, Eri Gavanski

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 109-110, 2013.8

 

11.屋上に敷設される床材の飛散風速予測に関する研究

清水善規,植松 康,三宅慶昌,鐘ヶ江勇介

日本建築学会大会学術講演梗概集(北海道),構造T,pp.111-112,2013.8

Study of Wind-Induced Scattering of Unit Flooring Placed on Rooftop

SHIMIZU Yoshiki, UEMATSU Yasushi, MIYAKE Yoshimasa, KANEGAE Yusuke

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 111-112, 2013.8

 

12.窓ガラスの耐風性能評価法に関する研究

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(北海道),構造T,pp.115-116,2013.8

Evaluation of wind-resistance of window glasses

KONNO Daisuke, GAVANSKI Eri , UEMATSU Yasushi

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 115-116, 2013.8

 

13.切妻屋根を有する低層建物の壁面に作用する風圧性状

高橋麻衣,植松 康,ガヴァンスキ江梨,奥田泰雄

日本建築学会大会学術講演梗概集(北海道),構造T,pp.145-146,2013.8

Characteristics of wind pressure on walls of low-rise buildings with gable roof

TAKAHASHI Mai, Uematsu Yasushi, GAVANSKI Eri, OKUDA Yasuo

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 145-146, 2013.8

 

14.メッシュ膜を用いたHP型独立上屋の設計用風力係数に関する研究

宮本ゆかり,植松 康,武田文義

日本建築学会大会学術講演梗概集(北海道),構造T,pp.147-148,2013.8

Wind force coefficients for designing H.P.-shaped free roofs constructed of shaped cloth fabrics

YUKARI Miyamoto, UEMATSU Yasushi, TAKEDA Fumiyoshi

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 147-148, 2013.8

 

15.膜構造による片流れ独立上屋の設計用風力係数に関する研究

−様々な荷重効果に基づく検討−

武田文義,吉野達矢,植松 康

日本建築学会大会学術講演梗概集(北海道),構造T,pp.187-188,2013.8

Research for design wind force coefficients on mono-sloped free roofs

   -Consideration based on various load effects-

TAKEDA Fumiyoshi, YOSHINO Tatsuya, UEMATSU Yasushi

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 187-188, 2013.8

 

16.大スパン園芸用鉄骨ハウスの最適断面形状の検討

金 南昔,山口貴之,植松 康

日本建築学会大会学術講演梗概集(北海道),構造T,pp.189-190,2013.8

A study on shape optimization of steel greenhouse with large span

KIM Mam-Soak, YAMAGUCHI Takayuki, UEMATSU Yasushi

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 189-190, 2013.8

 

17.連棟配置されたオープントップオイルタンクの設計用風力係数係数

安永隼平,植松 康,近藤宏二,山本 学

日本建築学会大会学術講演梗概集(北海道),構造T,pp.191-192,2013.8

Wind force coefficients for designing open-topped oil-storage tanks in various arrangements

YASUNAGA Jumpei, UEMATSU Yasushi, KONDO Koji, YAMAMOTO Manabu

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 191-192, 2013.8

 

18.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2:疲労損傷率に及ぼす応力振幅の影響

寺崎 浩,植松 康

日本建築学会大会学術講演梗概集(北海道),構造T,pp.211-212,2013.8

Fatigue Damage Evaluation of High-rise Building Cladding and Components subjected to Dynamic Wind Forces.  Part 2 : Effect of Stress Amplitude on Fatigue Damage Ratio

TERAZAKI Hiroshi, UEMATSU Yasushi

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure I,

pp. 211-212, 2013.8

 

19.偏心型弾性関節柱脚を用いた鋼構造骨組の履歴挙動に関する解析的研究

本多元貴,池永昌容,植松 康

日本建築学会大会学術講演梗概集(北海道),構造U, pp.913-914,2013.8

Analytical study on the behavior of steel structures with eccentric type Elastic-Hinge Joint column bases

HONDA Genki, IKENAGA Masahiro, UEMATSU Yasushi

Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structure II,

pp. 913-914, 2013.8

 

20.園芸用パイプハウスの設計用内圧係数の提案

植松 康,金 南昔,森山英樹,佐瀬勘紀

農業施設,第44巻第3号(通巻138号),pp.17-24,2013.9

Internal Wind Pressure Coefficients for Designing Pipe-framed Greenhouses

Yasushi UEMATSU, Nam-Seok KIM, Hideki MORIYAMA, Sadanori SASE

The Journal of Society of Agricultural Structures, Japan, Vol.44, No.3, (Ser. No.138), pp.17-24, 2013.9

 

Abstract: The internal pressure coefficient of a pipe-framed greenhouse is numerically simulated by using the time history of external pressures measured at the locations of gaps existing in the walls of pipe-framed greenhouse in a turbulent boundary layer with a 1:40 scale model. The external pressures are also measured at two cross-sections providing the largest load effects on the structural frame and cladding.  Focus is on the bending moment at the windward column base of a frame placed at about 1.0H inside from the gable wall, with H being the model height, for discussing the design wind loads on structural frames.  Based on the results, we proposed models of the internal pressure coefficient and the peak internal pressure coefficient to be combined with those of the external pressure coefficient and the peak external pressure coefficient for designing the structural frames and cladding, respectively, which we had proposed in our previous studies.  A good agreement of the load effects predicted by these models with those obtained from a time history analysis indicates that the proposed models of the external and internal pressure coefficients are reasonable.

 

21.Wind Force Coefficients for Designing Porous Canopy Roofs

Yasushi Uematsu, Hiromichi Sakurai, Yukari Miyamoto, Eri Gavanski

Journal of Civil Engineering and Architecture, ISSN 1934-7359, USA, Vol.7, No.9 (Ser. No.70), pp. 1047-1055,

2013.9

 

Abstract: Wind force coefficients for designing porous canopy roofs have been investigated based on a series of wind tunnel experiments. Gable, troughed and mono-sloped roofs were tested. The roof models were made of 0.5 mm thick perforated duralumin plates, the porosity of which was changed from 0 to about 0.4. Overall aerodynamic forces and moments acting on the roof model were measured in a turbulent boundary layer with a six-component force balance for various wind directions. The results indicate that the wind loads on canopy roofs generally decrease with an increase in porosity of the roof. Assuming that the roof is rigid and supported by the four corner columns with no walls, the axial forces induced in the columns are regarded as the most important load effect for discussing the design wind loads. Two loading patterns causing the maximum tension and compression in the columns are considered. Based on a combination of the lift and moment coefficients, the design wind force coefficients on the windward and leeward halves of the roof are presented for the two loading patterns as a function of the roof pitch and porosity. The effect of porosity is taken into account as a reduction factor of the wind loads.

 

22.Wind Force Coefficients for Designing H.P.-Shaped Porous Canopy Roofs

Yasushi Uematsu, Yukari Miyamoto, Fumiyoshi Takeda, Eri Gavanski

The Eighth Asia-Pacific Conference on Wind Engineering, December 10-14, 2013, Chennai, India, pp.766-769,2013.12

 

Abstract: Design wind force coefficients for H.P.-shaped porous canopy roofs have been investigated based on a series of wind tunnel experiments. Focus is on the column axial forces induced by wind loadings as the load effect, assuming that the roof is rigid and supported by four corner columns. The parameters under consideration are the rise/span ratio and porosity of the roof. The roof model is made of 1 mm thick perforated plastic plate with a number of small circular holes, the porosity of which is changed from 0 to 0.4. The overall aerodynamic forces and moments are measured by a force balance in a turbulent boundary layer. Based on the results, the design wind force coefficients are proposed. The validity of the proposed wind force coefficients is verified by a comparison of the load effects predicted by the proposed wind force coefficients with the maximum peak values obtained from time history analyses.

                             

23.並列配置された複数の園芸用パイプハウスの内圧係数

植松 康,金 南昔,森山英樹,佐瀬勘紀

農業施設,第44巻,第4号(通巻139号),pp.9-15,2013.12

Internal Wind Pressure Coefficients for Pipe-framed Greenhouses in a Side-by-Side Arrangement

Yasushi UEMATSU, Nam-Seok KIM, Hideki MORIYAMA, Sadanori SASE

The Journal of Society of Agricultural Structures, Japan, Vol.44, No.4 (Ser. No.139), pp. 9-15, 2013.9

 

Abstract: The internal pressures induced in two or three pipe-framed greenhouses arranged in parallel are numerically simulated by using the time history of external pressures measured at the locations of gaps existing in the walls of pipe-framed greenhouse in a turbulent boundary layer with a 1:40 scale model. The distance between greenhouses is varied from 0.25H to 1.0H, with H being the ridge height. The results indicate that the internal pressure coefficient is affected by many factors; i.e. the location of greenhouse under consideration, distance between greenhouses and wind direction.  In our previous papers, we first proposed models of the external pressure coefficient and the peak external pressure coefficient for designing the structural frames and cladding, respectively, based on the results for an isolated model.  Then, we proposed models of the internal pressure coefficient and the peak internal pressure coefficient to be combined with those of the external pressure coefficients.  The present paper discusses the application of these models to the plural greenhouses arranged in parallel.

 

24.雪氷災害リスクの低減に向けて

植松 康

日本雪工学会誌,Vol.30,No.1 (Ser. No.114),pp.5-6,2014.1

Reduction of Snow / Ice-related Disasters

Yasushi UEMATSU

Journal of Snow Engineering of Japan, Vol.30, No.1 (Ser. No.114), pp.5-6, 2014.1

 

25.Design Wind Force Coefficients for Hyperbolic Paraboloid Free Roofs

Fumiyoshi Takeda1, Tatsuya Yoshino, Yasushi Uematsu

Journal of Physical Science and Application 4 (1), pp. 1-19, 2014.1

 

Abstract: This study discusses the wind force coefficients used to design hyperbolic paraboloid free roofs, which are obtained from wind tunnel experiments, computational fluid dynamics, and structural analyses. Design wind force coefficients are proposed on the basis of the wind tunnel experiment results with rigid models. The proposed wind force coefficients are compared with the specifications of the Australia/New Zealand Standard from the viewpoint of load effect. In addition, the application of the proposed wind force coefficients to membrane structures is investigated. Moreover, the effect of the deformation of membrane structures on wind force is verified. As a result, it is clarified that the proposed wind force coefficients need to be improved when designing membrane roofs, and show future work.

 

26.2013年9月2日に埼玉県などで発生した竜巻による建物被害

橋麻衣,金 南昔,飯田有未,植松 康

東北地区災害科学研究,第50巻,pp.69-74,2014.3

Building damage due to the Tornado in Saitama, Chiba and Ibaraki Prefectures on September 2, 2013

Mai Takhasi, Namseok Kim, Yumi Iida, Yasushi Uematsu

 

27.メッシュ膜を用いたHP型独立上屋の設計用風荷重

植松 康,宮本ゆかり,ガヴァンスキ江梨

膜構造研究論文集2013,pp.1-13,2014.3

Wind force coefficients for designing porous canopy roofs made of shade cloth fabrics

Uematsu Yasushi, Yukari Miyamoto, Eri Gavanski

Research Report on Membrane Structures 2013, pp.1-13, 2014.3

 

28.妻面開放型骨組膜構造建築物の設計用風荷重に関する実験的研究

植松 康,高舘祐貴,ガヴァンスキ江梨

膜構造研究論文集2013,pp.15-22,2014.3

Design wind loads for frame-type membrane structures with various gable-end configurations

Uematsu Yasushi, Yuki Takadate, Eri Gavanski

Research Report on Membrane Structures 2013, pp.15-22, 2014.3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

付録   平成25年度  修士学位論文及び卒業論文題目一覧

 

 

 

博士学位論文

武田 文義  膜構造独立上屋の支持形態と屋根変形が風力係数に及ぼす影響に関する研究

丁   威  Unsteady aerodynamic forces on a vibrating long-span curved roof

(振動している大スパン曲面屋根に作用する非定常空気力)

 

 

修士学位論文

 飯田 有未  ダウンバーストによる建築物の風荷重に関する研究

 

 

卒業論文

 舘 祐貴  妻面開放型膜構造建築物の設計用風荷重に関する研究 

星野 菜紡  実変動風圧下における外壁システムの耐風性能評価法に関する研究