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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
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