グローバルCOEプログラム グローバルCOEプログラム NatHaz
プログラム 研究プログラム 教育プログラム メンバー紹介 研究設備 論文検索 発刊物 イベントセミナー 人材募集 リンク

風工学技術情報室

Database of Unversal Equivalent Static Wind Load Distributions

Flat roof

強風防災センター メイン画像
風工学技術情報室
風工学研究センター
ギャラリー
APEC Wind Engineering Network
EVO VORTEX-Winds

お問い合わせ

東京工芸大学
工学研究科建築学・風工学専攻
グローバルCOE支援室
〒243-0297
神奈川県厚木市飯山1583
TEL&FAX046-242-9658(直通)
E-mail:gcoeoffice@arch.t-kougei.ac.jp

Equivalent Static Wind Load Distribution for lowrise houses with flat roof
Wind Engineering Information Center

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 16m : 4m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 16m : 8m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 16m : 12m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 16m : 16m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 24m : 4m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 24m : 8m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 24m : 12m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 24m : 16m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 40m : 4m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 40m : 8m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 40m : 12m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2

Lowrise houses with flat roof
- Breadth : Depth : Height = 16m : 40m : 16m
- Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2