上海交通大学：《结构概念设计 Conceptual design》教学资源（课程讲义）Chapter 2 Schematic Building Forms as Total Structural System 2.2-2.5

动手作业小结： 1.大原则：强度破坏>失稳破坏 2.抗整体失稳：I越大越好！ 欧拉公式P=π2EI/KL)2 Footprint优化！ 3.抗局部失稳：约束局部，重视细节！

动手作业小结: 1.大原则: 强度破坏>失稳破坏 2.抗整体失稳: I 越大越好! 欧拉公式 P= π²EI /(K L )² Footprint 优化！ 3.抗局部失稳:约束局部,重视细节！

Support Footprint Method-Force flow Example(vertical loads) ●一1 -- 一一一> -7s0- 一一1 ●-一

Support Footprint Method-Force flow Example(vertical loads)

Support Footprint Method Example (Horizontal loads) 1212 12 12 风荷Fw M=Fwh 7777777777777777777777777777777 C C2 C3 Cs 2×(3C5×24+3C4×12)=M 12 144C5+36C5=Fwh C5=Fwh/180 2 C4=Fwh/360 C1=-Fwh/180 16↓12124126 C2=-Fh/360 C

Support Footprint Method Example (Horizontal loads) 风荷 h 12 12 12 12 C1 C2 C3 C4 C5 M M Fwh 6 12 12 12 6 C5 C4 C2 C1 2 (3C5 24 3C4 12) M 144C5 36C5 Fwh C5 /180 C4 360 C1 180 C2 360 Fw Fwh Fwh Fwh Fwh / / / 12 12

Support Footprint Method Fig.2.5 vertical and horizontal loads together B W H H M ⌒ a a ⌒ -H -H -W -W 平衡条件： W十（一）=0 M-Ha M=Ha=We H十(-H西=0 W+(-0=0 H十（一(HD=0

Support Footprint Method Fig. 2.5 vertical and horizontal loads together B W W H a H M M H a H W W e 平衡条件： W＋(－W)＝0 M=Ha M=Ha=We H＋(－H)＝0 W＋(－W)＝0 H ＋(－(H)=0

Support Footprint Method Fig.2.6 Asymmetry building under vertical load M W e

Support Footprint Method Fig. 2.6 Asymmetry building under vertical load

Support Footprint Method Fig.2.7 Asymmetry building in vertical and horizontal load Overturn moment M=H a; Twist T=He H a X

Support Footprint Method Fig. 2.7 Asymmetry building in vertical and horizontal load

2.2 Estimating Overall Forces -Vertical dead loads(5~10kN/m2) -Vertical live loads equivalent dead loads(25kN/m2) Horizontal wind load Horizontal earthquake load

2.2 Estimating Overall Forces -Vertical dead loads(5～10kN/m²) -Vertical live loads = equivalent dead loads(2～5kN/m²) - Horizontal wind load - Horizontal earthquake load

2.2 Estimating Overall Forces Horizontal wind load depends upon Building surface area exposed to the wind Wind load intensity of the area

2.2 Estimating Overall Forces Horizontal wind load depends upon - Building surface area exposed to the wind - Wind load intensity of the area

2.2 Estimating Overall Forces Horizontal earthquake load depends upon -Distribution of mass in building -Height of the building -Earthquake intensity

2.2 Estimating Overall Forces Horizontal earthquake load depends upon -Distribution of mass in building -Height of the building -Earthquake intensity Basic definition

2.2 Estimating Overall Forces Procedure to estimate the loads: -Determine building volume or surface area -Apportion total mass or exposed surface area -Determine the EO or wind effect of each component -Sum component effects to reveal overall effect

2.2 Estimating Overall Forces Procedure to estimate the loads: -Determine building volume or surface area -Apportion total mass or exposed surface area -Determine the EQ or wind effect of each component -Sum component effects to reveal overall effect