ブラインド解析コンテスト2009参加者リスト(3)...

ブラインド解析コンテスト2009Blind Analysis Contest

審査結果

E-ディフェンスブラインド解析コンテスト2009

カテゴリー

以下のカテゴリーごとに最優秀者を表彰する。

カテゴリー1 立体骨組解析（鋼材ダンパー）

カテゴリー2 立体骨組解析（粘性ダンパー）

カテゴリー3 平面骨組解析（鋼材ダンパー）

カテゴリー4 平面骨組解析（粘性ダンパー）


採点方法解析で予測する項目（c.を除き，大小加振別，XY方向別）

a. 各床レベルでの基礎からの相対変位、絶対加速度の絶対値の最大値

b. 各層の層せん断力、層間変形角の絶対値の最大値

c. 1層柱および2階梁中央のひずみの最大値

d. 1層および4層のダンパー力の最大値と最小値

e. 1層および4層のダンパー変形の最大値と最小値

予測項目k の誤差の定義：誤差の2乗和平方根（RMS誤差）

：予測項目k の第j 層（床レベル）の解析結果：予測項目k の第j 層（床レベル）の実験結果

各予測項目ごとに1位8点、2位5点、3位3点、4位1点が与えられ，合計点の大きさを競う


∑ −=j

jkjkk FFE 2*,, )(

jkF ,

*, jkF

延べ8カ国、52チームが参加

表：参加チーム数一覧

参加チーム数


参加国＼ｶﾃｺﾞﾘ- ｶﾃｺﾞﾘｰ1 ｶﾃｺﾞﾘｰ2 ｶﾃｺﾞﾘｰ3 ｶﾃｺﾞﾘｰ4 合計

日本 8 2 3 2 15台湾 3 4 4 4 15米国 2 4 3 3 12中国 2 4 0 0 6

ﾆｭｰｼﾞｰﾗﾝﾄﾞ 1 0 0 0 1イタリア 1 0 0 0 1カナダ 0 0 1 0 1

UAE 0 0 0 1 1合計 17 14 11 10 52

ｶﾃｺﾞﾘｰ1: 3D解析鋼材ダンパー　　ｶﾃｺﾞﾘｰ3: 2D解析鋼材ダンパー

ｶﾃｺﾞﾘｰ2: 3D解析粘性ダンパー　　ｶﾃｺﾞﾘｰ4: 2D解析粘性ダンパー

参加者リスト (1)E-ディフェンスブラインド解析コンテスト2009

Category1 : 立体骨組解析・鋼材ダンパー（敬称略）

清水秀哲ほか3名安藤建設（株）, 日本修行稔長崎大学, 日本寺田岳彦ほか2名清水建設（株）, 日本中尾彰宏ほか7名（株）日本設計, 日本中川貴文ほか3名（独）建築研究所, 日本中村尚弘ほか5名（株）竹中工務店, 日本諸石智彦ほか3名前田建設工業（株）, 日本山下忠道ほか5名（株）構造計画研究所, 日本Gary S Prinzほか1名 Brigham Young University, 米国Liling Caoほか3名 Thornton Tomasetti Inc., 米国Shuguang Wangほか3名 Nanjing University of Technology, 中国Xuchuan Linほか3名 Tsinghua University, 中国Ming-Chieh Chuangほか4名National Center for Research on Earthquake Eng., 台湾Yi-Jer Yuほか3名 National Center for Research on Earthquake Eng., 台湾Yuan-Tao Weng ほか4名 National Center for Research on Earthquake Eng., 台湾Rui Pinhoほか3名 EUCENTRE Pavia, イタリアTrevor Kellyほか1名 Holmes Consulting Group, ニュージーランド


Category2 : 立体骨組解析・粘性ダンパー（敬称略）

中村尚弘ほか5名竹中工務店（株）, 日本山下忠道ほか5名（株）構造計画研究所, 日本Bill Tremayne Holmes Culley, 米国Ganesh Thiagarajanほか1名University of Missouri Kansas City, 米国Liling Caoほか3名 Thornton Tomasetti Inc., 米国Oh-Sung Kwonほか1名 Missouri University of Science and Technology, 米国Dino Chen South China Univ. of Tech, 中国Dongsheng Duほか3名 Nanjing University of Technology, 中国Jianrong Yangほか6名 Kunming University of Science and Technology, 中国Panwenほか6名 Kunming University of Science and Technology, 中国Ming-Chieh Chuangほか4名National Center for Research on Earthquake Eng., 台湾Tzu Kang Linほか4名 National Center for Research on Earthquake Eng., 台湾Yi-Jer Yu ほか3名 National Center for Research on Earthquake Eng., 台湾Yuan-Tao Wengほか4名 National Center for Research on Earthquake Eng., 台湾


Category3 : 平面骨組解析・鋼材ダンパー（敬称略）

永野康行ほか8名福井工業大学, 日本山下忠道ほか4名（株）構造計画研究所, 日本米田春美ほか5名（株）竹中工務店, 日本Bruce Maison Structural Engineer, 米国Liling Caoほか3名 Thornton Tomasetti Inc., 米国Yushu Liuほか3名 Stanford University, 米国Ming-Chieh Chuangほか4名National Center for Research on Earthquake Eng., 台湾Tzu Kang Linほか4名 National Center for Research on Earthquake Eng., 台湾Yi-Jer Yuほか3名 National Center for Research on Earthquake Eng., 台湾Yuan-Tao Wengほか4名 National Center for Research on Earthquake Eng., 台湾Jack Wen Wei Guo University of Toronto, カナダ


Category4 : 平面骨組解析・粘性ダンパー（敬称略）

山下忠道ほか4名（株）構造計画研究所, 日本米田春美ほか5名（株）竹中工務店, 日本Bruce Maison Structural Engineer, 米国Dimitrios Lignosほか3名 Stanford University, 米国Liling Caoほか3名 Thornton Tomasetti Inc., 米国Ming-Chieh Chuangほか4名National Center for Research on Earthquake Eng., 台湾Yi-Jer Yuほか3名 National Center for Research on Earthquake Eng., 台湾Yuan-Tao Wengほか4名 National Center for Research on Earthquake Eng., 台湾Tzu Kang Linほか4名 National Center for Research on Earthquake Eng., 台湾Mohamed Al Satari American University of Sharjah, UAE


カテゴリー1：立体骨組解析・鋼材ダンパー(実験結果及び各応答値上位3チーム)

3D Steel Damper Blind Analysis Prediction Results(Measured and Best 3 Teams of Each Response Quantity)

1

2

3

4

5

6

0 10 20 30Maximum Absolute Floor Displacement Y-dir. 15% (mm)

Floo

r

Measured1st2nd3rd



1

2

3

4

5

6

0 1000 2000 3000 4000 5000Maximum Absolute Floor Acceleration Y-dir. 15% (mm/sec2)

Floo

r

Measured1st2nd3rd



1

2

3

4

5

0.000 0.001 0.002 0.003Maximum Absolute Story Drift Angle Y-dir. 15% (rad)

Stor

y

Measured1st2nd3rd



1

2

3

4

5

0 300 600 900 1200 1500Maximum Absolute Story Shear Y-dir. 15% (kN)

Stor

y

Measured1st2nd3rd



1

4

-6 -4 -2 0 2 4 6Axial Def. of 1st and 4th Story Dampers Y-dir. 15% (mm)

Stor

y

Measured1st2nd3rd



1

4

-900 -600 -300 0 300 600 900Axial Force of 1st and 4th Story Dampers Y-dir. 15% (kN)

Stor

y

Measured1st2nd3rd



1

2

3

4

5

6

0 10 20 30Maximum Absolute Floor Displacement X-dir. 15% (mm)

Floo

r

Measured1st2nd3rd



1

2

3

4

5

6

0 1000 2000 3000 4000 5000Maximum Absolute Floor Acceleration X-dir. 15% (mm/sec2)

Floo

r

Measured1st2nd3rd



1

2

3

4

5

0.000 0.001 0.002 0.003Maximum Absolute Story Drift Angle X-dir. 15% (rad)

Stor

y

Measured1st2nd3rd



1

2

3

4

5

0 300 600 900 1200 1500Maximum Absolute Story Shear X-dir. 15% (kN)

Stor

y

Measured1st2nd3rd



1

4

-6 -4 -2 0 2 4 6Axial Def. of 1st and 4th Story Dampers X-dir. 15% (mm)

Stor

y

Measured1st2nd3rd



1

4

-450 -300 -150 0 150 300 450Axial Force of 1st and 4th Story Dampers X-dir. 15% (kN)

Stor

y

Measured1st2nd3rd




0

50

100

150

200

250

300

Axial Strain at the Designated Points of Colum and Beam 15%

Measured 1st 2nd 3rd

Column Beam

(μ)


1

2

3

4

5

6

0 30 60 90 120 150Maximum Absolute Floor Displacement Y-dir. 100% (mm)

Floo

r

Measured1st2nd3rd



1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5

0.000 0.002 0.004 0.006 0.008 0.010Maximum Absolute Story Drift Angle Y-dir. 100% (rad)

Stor

y

Measured1st2nd3rd



1

2

3

4

5


Stor

y

Measured1st2nd3rd



1

4

-30 -20 -10 0 10 20 30Axial Def. of 1st and 4th Story Dampers Y-dir. 100% (mm)

Stor

y

Measured1st2nd3rd



1

4

-1800 -1200 -600 0 600 1200 1800Axial Force of 1st and 4th Story Dampers Y-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



1

2

3

4

5

6

0 30 60 90 120 150Maximum Absolute Floor Displacement X-dir. 100% (mm)

Floo

r

Measured1st2nd3rd



1

2

3

4

5

6

0 3000 6000 9000 12000 15000Maximum Absolute Floor Acceleration X-dir. 100% (mm/sec2)

Floo

r

Measured1st2nd3rd



1

2

3

4

5

0.000 0.002 0.004 0.006 0.008 0.010Maximum Absolute Story Drift Angle X-dir. 100% (rad)

Stor

y

Measured1st2nd3rd



1

2

3

4

5


Stor

y

Measured1st2nd3rd



1

4

-30 -20 -10 0 10 20 30Axial Def. of 1st and 4th Story Dampers X-dir. 100% (mm)

Stor

y

Measured1st2nd3rd



1

4

-900 -600 -300 0 300 600 900Axial Force of 1st and 4th Story Dampers X-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



0

200

400

600

800

1000

1200



Column Beam

(μ)



カテゴリー2：立体骨組解析・粘性ダンパー(実験結果及び各応答値上位3チーム)

3D Viscous Damper Blind Analysis Prediction Results(Measured and Best 3 Teams of Each Response Quantity)

1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5


Stor

y

Measured1st2nd3rd



1

2

3

4

5

0 1000 2000 3000Maximum Absolute Story Shear Y-dir. 40% (kN)

Stor

y

Measured1st2nd3rd



1

4

-10 -5 0 5 10Axial Def. of 1st and 4th Story Damper Y-dir. 40% (kN)

Stor

y

Measured1st2nd3rd



1

4

-1000 -500 0 500 1000Axial Force of 1st and 4th Story Damper Y-dir. 40% (kN)

Stor

y

Measured1st2nd3rd



1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5

6

0 2000 4000 6000 8000Maximum Absolute Floor Acceleration X-dir. 40% (mm/sec2)

Floo

r

Measured1st2nd3rd



1

2

3

4

5

0.000 0.001 0.002 0.003 0.004Maximum Absolute Story Drift Angle X-dir. 40% (rad)

Stor

y

Measured1st2nd3rd



1

2

3

4

5

0 1000 2000 3000Maximum Absolute Story Shear X-dir. 40% (kN)

Stor

y

Measured1st2nd3rd



1

4

-10 -8 -6 -4 -2 0 2 4 6 8 10Axial Def. of 1st and 4th Story Damper X-dir. 40% (kN)

Stor

y

Measured1st2nd3rd



1

4

-400 -300 -200 -100 0 100 200 300 400Axial Force of 1st and 4th Story Damper X-dir. 40% (kN)

Stor

y

Measured1st2nd3rd



0

100

200

300

400

500



Column Beam

(μ)



1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5

6

0 5000 10000 15000Maximum Absolute Floor Acceleration Y-dir. 100% (mm/sec2)

Floo

r

Measured1st2nd3rd



1

2

3

4

5


Stor

y

Measured1st2nd3rd



1

4

-25 -15 -5 5 15 25Axial Def. of 1st and 4th Story Damper Y-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



1

4

-1400 -1000 -600 -200 200 600 1000 1400Axial Force of 1st and 4th Story Damper Y-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5

6

0 5000 10000 15000Maximum Absolute Floor Acceleration X-dir. 100% (mm/sec2)

Floo

r

Measured1st2nd3rd



1

2

3

4

5

0.000 0.002 0.004 0.006 0.008 0.010Maximum Absolute Story Drift Angle X-dir. 100% (rad)

Stor

y

Measured1st2nd3rd



1

2

3

4

5


Stor

y

Measured1st2nd3rd



1

4

-30 -20 -10 0 10 20 30Axial Def. of 1st and 4th Story Damper X-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



1

4

-800 -600 -400 -200 0 200 400 600 800Axial Force of 1st and 4th Story Damper X-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



0

200

400

600

800

1000



Column Beam

(μ)



カテゴリー3：平面骨組解析・鋼材ダンパー(実験結果及び各応答値上位3チーム)


1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5


Stor

y

Measured1st2nd3rd



1

2

3

4

5

0 500 1000 1500 2000Maximum Absolute Story Shear Y-dir. 15% (kN)

Stor

y

Measured1st2nd3rd



1

4

-800 -600 -400 -200 0 200 400 600 800Axial Def. of 1st and 4th Story Damper Y-dir. 15% (kN)

Stor

y

Measured1st2nd3rd



1

4

-800 -600 -400 -200 0 200 400 600 800Axial Force of 1st and 4th Story Damper Y-dir. 15% (kN)

Stor

y

Measured1st2nd3rd



0

50

100

150

200

250

300



Column Beam

(μ)



1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5


Stor

y

Measured1st2nd3rd



1

4

-25 -20 -15 -10 -5 0 5 10 15 20 25Axial Def. of 1st and 4th Story Damper Y-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



1

4

-1600 -1200 -800 -400 0 400 800 1200 1600Axial Force of 1st and 4th Story Damper Y-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



0

200

400

600

800

1000



Column Beam

(μ)



カテゴリー4：平面骨組解析・鋼材ダンパー(実験結果及び各応答値上位3チーム)


1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5


Stor

y

Measured1st2nd3rd



1

2

3

4

5

0 1000 2000 3000Maximum Absolute Story Shear Y-dir. 40% (kN)

Stor

y

Measured1st2nd3rd



1

4

-8 -6 -4 -2 0 2 4 6 8Axial Def. of 1st and 4th Story Damper Y-dir. 40% (kN)

Stor

y

Measured1st2nd3rd



1

4

-1000 -500 0 500 1000Axial Force of 1st and 4th Story Damper Y-dir. 40% (kN)

Stor

y

Measured1st2nd3rd



0

100

200

300

400

500



Column Beam

(μ)



1

2

3

4

5

6


Floo

r

Measured1st2nd3rd



1

2

3

4

5


Stor

y

Measured1st2nd3rd



1

4

-25 -15 -5 5 15 25Axial Def. of 1st and 4th Story Damper Y-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



1

4

-1400 -1000 -600 -200 200 600 1000 1400Axial Force of 1st and 4th Story Damper Y-dir. 100% (kN)

Stor

y

Measured1st2nd3rd



0

200

400

600

800

1000



Column Beam

(μ)


カテゴリー1 立体骨組解析・鋼材ダンパー中村尚弘，鈴木琢也，中村壮志，山本雅史，ほか2名（株）竹中工務店，日本

カテゴリー2 立体骨組解析・粘性ダンパー山下忠道，川端淳，二宮正行，柴田正樹，ほか2名（株）構造計画研究所，日本

カテゴリー3 平面骨組解析・鋼材ダンパー米田春美，山本雅史，曽根孝行，中村尚弘，ほか2名（株）竹中工務店，日本

カテゴリー4 平面骨組解析・粘性ダンパー山下忠道，川端淳，二宮正行，坂場律和，梁川幸盛（株）構造計画研究所，日本


7th CUEE and 5th ICEE Joint Conference，東京，2010 にご招待し，表彰いたします

～最優秀チーム～

カテゴリー1 (立体骨組解析・鋼材ダンパー)上位3チーム

最優秀 (134 pt.)中村尚弘，鈴木琢也，中村壮志，山本雅史，曽根孝行，米田春美（株）竹中工務店，日本

第2位 (107 pt.)Yi-Jer Yu, Jui-Liang Lin, Pei-Ching Chen, Min-Lang LinNational Center for Research on Earthquake Engineering，台湾

第3位 (90 pt.)修行稔長崎大学，日本


カテゴリー2 (立体骨組解析・粘性ダンパー)上位3チーム

最優秀 (131 pt.)山下忠道，川端淳，二宮正行，柴田正樹，坂場律和，梁川幸盛（株）構造計画研究所，日本

第2位 (96 pt.)中村尚弘，鈴木琢也，中村壮志，山本雅史，曽根孝行，米田春美（株）竹中工務店，日本



カテゴリー3 (平面骨組解析・鋼材ダンパー)上位3チーム

最優秀 (50 pt.)米田春美，山本雅史，曽根孝行，中村尚弘，鈴木琢也，中村壮志（株）竹中工務店，日本

第2位 (43 pt.)Bruce MaisonStructural Engineer，米国

第3位 (42 pt.)Yushu Liu, Gregory Deierlein, Xiang Ma, Dimitrios LignosStanford University，米国



カテゴリー4 (平面骨組解析・粘性ダンパー)上位3チーム

最優秀 (90 pt.)山下忠道，川端淳，二宮正行，坂場律和，梁川幸盛（株）構造計画研究所，日本

第2位 (55 pt.)Liling Cao, Ali Ashrafi, Elisabeth Malsch, Graeme BallantyneThornton Tomasetti Inc.，米国

第3位 (38 pt.)米田春美，山本雅史，曽根孝行，中村尚弘，鈴木琢也，中村壮志（株）竹中工務店，日本


ブラインド解析コンテスト2009参加者リスト(3)...

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