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2012論文集
1. 円筒形貯槽の設計用風荷重に関する研究:その1 風圧・風力の分布特性
安永隼平,具 忠謨,植松 康
日本風工学会論文集,第37巻第2号(通号第131号),pp. 43-53,2012.4
Wind Loads for Designing Cylindrical Storage Tanks:
Part 1 Characteristics of Wind Pressure and Force Distributions
Yasunaga Junpei, KOO Choongmo, UEMATSU Yasushi
Journal of Wind Engineering, JAWE, Vol.37, No.2(No.131), pp.
43-53, 2012.4
1. Discussion of Design Wind Force
Coefficients on Mono-sloped Free Roofs
Fumiyoshi TAKEDA, Tatsuya YOSHINO, Yasushi UEMATSU
IASS-APCS 2012 From Spatial Structures to Space Structures,
Korea, Seoul, May 21-24, 2012
1. 円筒形貯槽の設計用風荷重に関する研究:
その2 風による座屈特性を考慮した設計用風力係数の提案
安永隼平,具 忠謨,植松 康
日本風工学会論文集,第37巻第3号(通号第132号),pp. 79-92,2012.7
Wind Loads for Designing Cylindrical Storage Tanks:
Part 2 Wind Force Model with Consideration of the Buckling
Behavior under Wind Loading
Yasunaga Junpei, KOO Choongmo, UEMATSU Yasushi
Journal of Wind Engineering, JAWE, Vol.37, No.3(No.132), pp.
79-92, 2012.7
1. Internal Wind Pressures for the Design of
Pipe-Framed Greenhouses
Nam-Seok Kim, Yasushi Uematsu
The 2012 World Congress on Advanses in Civil, Environmental, and
Materials Research (ACEM’12) Seoul, Korea, Augasut 26-30, 2012,
pp. 2323-2338
ABSTRACT: The present study investigates the internal wind
pressure coefficients for designing pipe-framed greenhouses
commonly used in Japan. In our previous study1), we discussed
the external wind pressure coefficients, based on a series of
wind tunnel experiments as well as on a structural analysis of
the frame subjected to wind loading. Focus was on the bending
moment at the column base as the most important load effect for
discussing the design wind loads. We proposed a model of the
external pressure coefficient, expressed as the equivalent
static load, which provides the maximum load effect. The net
wind forces acting on the greenhouses are provided by the
difference between the external and internal pressures. In the
present paper, therefore, a discussion is made of the internal
pressure coefficient to be combined with the external pressure
coefficient in the structural design. The internal pressure
coefficient is numerically simulated by using the time history
of external pressure coefficients simultaneously measured at
many points along the small gaps existing in the gable and side
walls. Not only an isolated model but also two or three
identical models arranged in parallel are tested (see Fig. 1).
The effects of wind direction and gap between models on the
internal pressure coefficient are investigated. Furthermore, the
correlation between the external and internal pressures is
investigated from the viewpoint of load effect. Based on the
results, we propose the internal pressure coefficient for
designing the pipe-framed greenhouses.
1. Wind Loads on Two or Three Open-topped
Oil-storage Tanks in Various Arrangements
Jumpei YASUNAGA, Choongmo KOO, Yasushi UEMATSU, Koji KONDO,
Manabu YAMAMOTO
The 2012 World Congress on Advanses in Civil, Environmental, and
Materials Research (ACEM’12) Seoul, Korea, Augasut 26-30, 2012,
pp. 2328-2352
ABSTRACT: Open-topped oil-storage tanks are generally composed
of very thin circular shell. Therefore, the buckling under wind
loading is one of the most important technological problems. In
our previous study (Yasunaga 2011), the design wind loads on
isolated open-topped oil storage tanks was investigated based on
a pressure measurement in a wind tunnel as well as on a buckling
analysis. The results indicate that the positive wind force
distribution in the windward region affects the buckling
behavior significantly. In practice, more than two tanks are
constructed in various arrangements. In such cases, the positive
wind force distribution in the windward region may be different
from that of isolated tanks. In the present study, wind tunnel
experiments are carried out to investigate the effect of model
arrangement on the pressure distribution (Fig. 1). The wind
pressures are measured at many points both on the external and
internal surfaces in a turbulent boundary layer in various
arrangements (Fig. 2).
1. Discussion of design wind force
coefficients for hyperbolic paraboloid free roofs
Fumiyoshi Takeda, Tatsuya Yoshino, Yasushi Uematsu
The Seventh International Colloquium on Bluff Body Aerodynamics
and Applications (BBAA7) Shanghai, China; September 2-6, 2012
ABSTRACT: The present paper discusses the design wind force
coefficients for hyperbolic paraboloid (hereafter “HP”) free
roofs constructed of membrane structures, based on a structural
analysis for various conditions as well as on a CFD analysis.
The application of the wind force coefficients obtained from
wind tunnel experiments with rigid models is investigated. The
influences of roof deformation on the wind forces and the
resultant load effects are also investigated.
1. Unsteady Aerodynamic Forces on Long-span
Curved Roof
Wei Ding, Mana Nakamura, Satoshi Tanaka, Yasushi Uematsu
The Seventh International Colloquium on Bluff Body Aerodynamics
and Applications (BBAA7) Shanghai, China; September 2-6, 2012
ABSTRACT: The present paper discusses the characteristics of
unsteady aerodynamic forces on long-span vaulted roofs, based on
a wind tunnel experiment and a CFD simulation. A forced
vibration test is carried out in the wind tunnel to investigate
the effects of wind speed, vibration amplitude, reduced
frequency and rise/span ratio of the roof on the unsteady
aerodynamic forces. Furthermore, the influence of the unsteady
aerodynamic forces on the dynamic response of practical
long-span vaulted roofs is investigated using the results
obtained from the wind tunnel experiments. The CFD simulation is
used effectively to evaluate the unsteady aerodynamic forces on
the vibrating roof in a wider reduced frequency range.
1. 都市域における地表面付近の風に関する観測結果と風洞実験結果の比較
藤元栄行,植松 康,中村 修,猿川 明
日本建築学会大会学術講演梗概集(東海),構造T, pp.107-108, 2012.9
Comparison Between Field Measurements and Wind Tunnel
Experiments for the Winds near
the Ground Surface in Urban Area
FUJIMOTO Hideyuki, UEMATSU Yasushi, NAKAMURA Osamu, SARUKAWA
Akira
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp.107-108, 2012.9
1. 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1 地表面粗度に関連する諸量の定義
赤星明紀,佐々木亮治,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(東海),構造T, pp.119-120, 2012.9
Comparison of Characteristics of Terrain Roughness and Ground
Surface Wind
(Part 1 Parameters Related to the Terrain)
AKAHOSHI Akinori, SASAKI Ryoji, NAKAMURA Osamu, MIYASHITA
Koichi, UEMATSU Yasushi
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp.119-120, 2012.9
1. 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2 地表面粗度に関連する諸量と風速の変動特性に及ぼす影響
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(東海),構造T, pp.121-122, 2012.9
Comparison of Characteristics of Terrain Roughness and Ground
Surface Wind
(Part 2 Effects on the Characteristics of Fluctuating Wind
Speeds)
SASAKI Ryoji, AKAHOSHI Akinori, NAKAMURA Osamu, MIYASHITA
Koichi, UEMATSU Yasushi
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp. 121-122, 2012.9
1. 連棟配置されたオープントップオイルタンクの風圧場に関する風洞実験(2棟の場合)
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(東海),構造T, pp.131-132, 2012.9
Wind Tunnel Study of Wind Loads on Two Open-topped Oil-storage
Tanks in Various Arrangements
Yasunaga Junpei, UEMATSU Yasushi, KONDO Koji, YAMAMOTO Manabu
1. 大スパン曲面屋根に作用する非定常空気力の数値解析的検討
丁 威,中村真奈,植松 康
日本建築学会大会学術講演梗概集(東海),構造T, pp.153-154, 2012.9
Numerical Analysis of Unsteady Aerodynamic Forces on Large-span
Curved Roof
DING Wei , NAKAMURA Mana, UEMATSU Yasushi
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp. 153-154, 2012.9
1. 耐風性に優れた園芸用鉄骨ハウスの断面形状に関する研究
山口貴之,金 南昔,植松 康
日本建築学会大会学術講演梗概集(東海),構造T, pp.155-156, 2012.9
Study on the Optimum Configuration of Greenhouse from the
Viewpoint of Wind Resistanse
YAMAGUCHI Takayuki, KIM Mam-Soak, Uematsu Yasushi
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp. 155-156, 2012.9
1. 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1:風圧実験結果に基づく疲労損傷率分布の検討
寺崎 浩,植松 康
日本建築学会大会学術講演梗概集(東海),構造T, pp.171-172, 2012.9
Fatigue Damage Evaluation of High-rise Building Cladding and
Components subjected to Dynamic Wind Forces. Part1
Evaluation of Fatigue Damage Distribution Based on a Pressure
Test Results.
TERAZAKI Hiroshi, UEMATSU Yasushi
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp. 171-172, 2012.9
1. 中高層集合住宅のバルコニーに敷設される床材の飛散風速に関する研究
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(東海),構造T, pp.203-204, 2012.9
SHIMIZU Yoshiki, UEMATSU Yasushi, MIYAKE Yoshimasa, KANEGAE
Yusuke
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp. 203-204, 2012.9
1. 強風による板ガラスの実大破壊実験
ガヴァンスキ江梨
日本建築学会大会学術講演梗概集(東海),構造T, pp.207-208, 2012.9
Full-scale breakage test of glass plate under wind loads
Gavanski Eri
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp. 207-208, 2012.9
1. 片流れ独立上屋の設計用風力係数に関する一考察
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(東海),構造T, pp.209-210, 2012.9
Discussion of design wind force coefficients on mono-sloped free
roofs
TAKEDA Fumiyoshi, YOSHINO Tatsuya, UEMATSU Yasuhi
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp. 209-210, 2012.9
1. メッシュ膜独立上屋の設計用風力係数に関する研究
宮本ゆかり,櫻井洋充,植松 康,武田文義
日本建築学会大会学術講演梗概集(東海),構造T, pp.211-212, 2012.9
Wind force coefficients for designing porous canopy roofs
YUKARI Miyamoto, SAKURAI Hiromichi, UEMATSU Yasushi, TAKEDA
Fumiyoshi
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp. 211-212, 2012.9
1. 園芸用パイプハウスの内圧係数の検討
金 南昔,植松 康
日本建築学会大会学術講演梗概集(東海),構造T, pp.215-216, 2012.9
Discussion of the internal pressures of pope-framed greenhouses
KIM Namseok, UEMATSU Yasushi
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure I,
pp. 215-216, 2012.9
1. 変動軸力を受ける柱脚への弾性関節接合の適用に関する解析的検討
武藤大志,池永昌容,植松 康
日本建築学会大会学術講演梗概集(東海),構造U, pp.945-946, 2012.9
Feasible study on the elastic-hinge joint system for the column
bases subjected to fluctuating axial force
MUTOH Hiroshi, IKENAGA Masahiro, UEMATSU Yasushi
Summaries of Technical Papers of Annual Meeting Architectural
Institute of Japan, Structure II,
pp. 945-946, 2012.9
1. 耐風設計 求められる構造設計者とメーカーの協力体制
植松 康
美しい屋根2012 日経アーキテクチュアSpecial 特別編集版,pp.10,2012.10
1. 私の視点 雪と文化,生活,環境
植松 康
日本雪工学会誌,Vol.28 No.4(Ser.No.109),pp.289(1)-290(2),2012.10
My Viewpoint Culture, Life and Environment in the
Snow Districts
UEMATSU Yasushi
Journal of Snow Engineering, Vol.28 No.4(Ser.No.109),
pp.289(1)-290(2), 2012.10
1. 特集:見えない現象「風」に挑む耐風設計
構造骨組の耐風設計 構造骨組の耐風設計の考え方と手順
植松 康
建築技術12月号,No.755,pp.102-103,2012.12
1. Seismic Response of Steel Structures With
Elastic HINGE Joint System Focussing on Fluctuating Axial Forces
at Column Bases
Masahiro Ikenaga, Hiroshi Muto, Junichi Takahashi, Yasushi
Uematu
Research, Development, and Practice in Structural Engineering
and Construction, pp.77-82 , 2012.12
ABSTRACT: A joint system named ‘elastic-hinge joint system’ can
provide non-liner elastic restoring force characteristics to the
beam-to-column connections as well as to the column bass
individually, resulting in origin-oriented frames. However, when
this joint is applied to the perimeter column bases that are
subjected to fluctuating axial forces during earthquakes, the
separation and rotation behavior of the joint may change from
the desired behavior. To overcome these problems, the eccentric
type elastic-hinge joint system is proposed. From a small scale
static test, it is found that the eccentric type elastic-hinge
joint system shows an asymmetric hysteresis. A series of dynamic
analyses are conducted with 5-story MRFs, aiming at
understanding the effect of eccentricity on the response of the
Eccentric type bases. The analytical results show that the
conventional type cannot fulfill the design criteria for
extremely strong earthquakes because of the early or late
detachment of the column bases. When the Eccentric-type column
bases are used, on the other hand, the detachment moment becomes
almost constant despite the fluctuating axial forces during the
extremely large earthquakes and the design criteria are
satisfied.
1. Wind Force Coefficients for Designing
Porous Ree-Standing Canopy Roofs
Yasushi Uematsu, Hiromichi Sakurai, Yukari Miyamoto, Eri
Gavanski
Research, Development, and Practice in Structural Engineering
and Construction, pp.613-618 , 2012.12
ABSTRACT: Design wind force coefficients for porous canopy roofs
have been investigated based on a series of wind tunnel
experiments. Three types of roof geometries, i.e. gable,
troughed and monosloped roofs were tested. The roof models were
made of 0.5 mm thick perforated duralumin plates, the porosity
of which was changed from 0 (solid) to 36%. Overall aerodynamic
force and moment coefficients 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, or
a decrease in pressure loss coefficient 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 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 as a function of the roof pitch and porosity for each
roof geometry and loading pattern. The effect of porosity is
taken into account as a reduction factor of the wind loads.
1. 直線配置された複数のオープントップオイルタンクの設計用風荷重に関する考察
安永隼平,具 忠謨,植松 康,近藤宏二,山本 学
第22回風工学シンポジウム論文集,pp.215-220 , 2012.12
Wind Loads on Open-Topped Oil-Storage Tanks Arranged in a Line
Jumpei YASUNAGA, Choongmo KOO, Yasushi UEMATSU, Koji KONDO,
Manabu YAMAMOTO
The 22th National Symposium on Wind Engineering, pp. 215-220,
2012.12
ABSTRACT: Wind force coefficients for designing open-topped oil
storage tanks are investigated based on a series of wind tunnel
experiments. Focus on is the interference between two or three
tanks arranged in a line at various gap spacings. In the wind
tunnel experiments, the wind pressures are 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 distributions of external wind pressure
coefficients and the magnitude of internal wind pressure
coefficient are affected by the arrangement significantly. As
the gap spacing is decreased, the area of positive wind pressure
in the windward region becomes larger. These results suggest
that the arrangement of open-topped oil storage tanks affects
the buckling behavior of tanks significantly.
1. 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一考察
武田文義,吉野達矢,植松 康
第22回風工学シンポジウム論文集,pp.305-310 , 2012.12
Discussion of Design Wind Force Coefficients on Mono-Sloped Free
Roofs Constructed of
Membrane Structures
Fumiyoshi TAKEDA, Tatsuya YOSHINO, Yasushi UEMATSU
The 22th National Symposium on Wind Engineering, pp. 305-310,
2012.12
ABSTRACT: The present paper discusses the design wind force
coefficients on mono-sloped free roofs constructed of membrane
structures, based on structural analysis as well as on CFD
analysis. The application of the wind force coefficients
obtained from wind tunnel experiments with rigid models to these
membrane structures is investigated from a viewpoint of load
effect. The influences of roof deformation on the wind
forces and the resultant load effects are also investigated.
1. 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検討
寺崎 浩,植松 康
第22回風工学シンポジウム論文集,pp.311-316, 2012.12
Fatigue Damage Evaluation of Cladding and Components of
High-Rize Buildings Subjected to
Dynamic Wind Forces
Hiroshi TERAZAKI, Yasushi UEMATSU
The 22th National Symposium on Wind Engineering, pp. 311-316,
2012.12
ABSTRACT: The cladding and components of high-rise buildings are
always exposed to dynamic wind forces. The wind forces are
characterized by a long duration compared with seismic
forces. For example, during a strong typhoon, strong wind
lasts for a couple of hours. The structural frames of high-rise
buildings are usually so designed that the stresses involved in
the structural members are almost in the elastic range for the
design wind load with a return period of 500 years. On the other
hand, in many cases, the cladding and components are designed
based on the short-term allowable stress for the design wind
load with a return period of 50 years. Therefore, they may be
damaged by fatigue during the building’s lifetime. In this
study, the characteristics of fatigue accumulation in the
cladding and components of high-rise building are investigated
based on the results of a wind tunnel measurement of fluctuating
wind pressures in a turbulent boundary layer with a 1:1:4 square
cylinder model.
1. Unsteady Aerodynamic Forces on a Long-span
Curved Roof
Wei Ding, Mana Nakamura, Satoshi Tanaka, Yasushi Uematsu
第22回風工学シンポジウム論文集,pp.317-322, 2012.12
The 22th National Symposium on Wind Engineering, pp. 317-322,
2012.12
ABSTRACT: The present paper investigates the characteristics of
unsteady aerodynamic forces on a long-span vaulted roof, based
on a wind tunnel experiment. A forced vibration test is carried
out in a turbulent boundary layer to investigate the effects of
wind speed, vibration amplitude, reduced frequency and rise/span
ratio of the roof on the unsteady aerodynamic forces.
Furthermore, the influence of the unsteady aerodynamic forces on
the dynamic response of practical long-span vaulted roofs is
discussed by using the results obtained from the wind tunnel
experiments.
1. 外装用板ガラスの許容耐力と設計用風荷重の検討
-日本の設計基準値との比較-
ガヴァンスキ江梨
第22回風工学シンポジウム論文集,pp.335-340, 2012.12
Examination of load resistance and design wind loads for glass
plates
- Comparison with Japanese design standards-
Eri GAVANSKI
The 22th National Symposium on Wind Engineering, pp. 335-340,
2012.12
ABSTRACT: The value of load resistance (LR) and design load (DL)
for glass design specified in the current Japanese design
standards were examined in light of those values calculated
based on static fatigue theory, which governs the failure
mechanism of glass. LR was calculated using numerical simulation
validated with full-scale glass breakage tests and was compared
with the value specified by Notification No. 1458 of the
Ministry of Construction. By creating a particular wind pressure
time history, DL was obtained as an equivalent static load for a
specific design situation and was compared with loads specified
in Recommendations for Loads on Buildings by the Architectural
Institute of Japan.
1. 地表面粗度の状況が異なる地点における地表面近傍の風の性状
宮下康一,赤星明紀,佐々木亮治,中村 修,植松 康
日本風工学会誌,第38巻,第1号(通号第134号),pp.1-9,2013.1
Characteristics of Wind near Ground Surface Based on Field
Measurements at Various Sites with Different Terrains
Koichi MIYASHITA, Akirori AKAHOSHI, Ryoji SASAKI, Osamu
NAKAMURA, Yasushi UEMATSU
Journal of Wind Engineering, JAWE, Vol.38, No.1(No.134),
pp.1-9,2013.1
1. ポーラスな独立上屋の設計用風荷重に関する研究 その1 切妻・翼型・片流れ屋根の場合
植松康,櫻井洋充,宮本ゆかり,ガヴァンスキ江梨
膜構造研究論文集2012,pp.63-70,2013.3
1. ポーラスな独立上屋の設計用風荷重に関する研究 その2 HP型屋根の場合
植松康,宮本ゆかり,櫻井洋充,ガヴァンスキ江梨
膜構造研究論文集2012,pp.71-78,2013.3
1. HP型独立上屋の設計用風力係数 −膜構造による独立上屋への適用の一考察−
武田 文義,吉野 達矢,植松 康
膜構造研究論文集2012,pp.79-92,2013.3
1. 「陸前高田 奇跡の一本松」モニュメントの耐風設計
植松 康・金 南昔・飯田有未
東北地域災害科学研究,第49巻(2013),pp.85-90,2013.3
付録 平成24年度 修士学位論文及び卒業論文題目一覧
修士学位論文
清水 善規 屋上及びバルコニーに敷設される床材の風による飛散予測に関する研究
宮本ゆかり メッシュ膜を用いたHP独立上屋の設計用風力係数に関する研究
安永 隼平 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荷重に関する研究
卒業論文
高橋 麻衣 実変動風荷重下における外装材システムの耐風性能評価法の提案
本多 元貴 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
今野 大輔 窓ガラスの耐風性能評価法に関する研究
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