Key Points of Chapter 2 1 Footprint method 2 Overall force estimation 3 Aspect ratios Contour parameter 4 Balance design 5 Building strength and rigidity
Key Points of Chapter 2 1 Footprint method 2 Overall force estimation 3 Aspect ratios / Contour parameter 4 Balance design 5 Building strength and rigidity
II: D E 15m 15m
II:
Estimating Overall Forces Fig.2.8 Comparing of cuboid and prismatic form b 力分布的决定因雾① 风：面积 地漫：质量 cab cdb· ocdbh/2 长方体形式 → >· 西器子 ∝2db c∝2db oc2d oc2d e2dbh ccdh 3 棱柱体形式 ①：假定两个建筑形武的受风而积与质量均相等
Estimating Overall Forces Fig. 2.8 Comparing of cuboid and prismatic form
Balance Design of Schematic Building (a) (5) (c) W (d) W W 必0 W H W h 或 ch ch ch ch +V
Balance Design of Schematic Building
高234米 地面56层 地下3层 面积55万平米
高234米 地面56层 地下3层 面积55万平米