Summary of Chapter 3 Tube Action (Square tube,3/4M,0.9V) Frame Action (Total frame action,ib>4ic,P.I.=0.5h Cantilever Action (Pin connection,Apin=4Afix) Shear Lag Effect (Framed tube,o max=1.50)
Summary of Chapter 3 Tube Action (Square tube, 3/4M, 0.9V) Frame Action (Total frame action, ib>4ic, P.I. =0.5h ) Cantilever Action (Pin connection, Δpin=4 Δfix) Shear Lag Effect (Framed tube, σ max=1.5 σ )
Framed tube with Shear Lag Action 无剪力滞 考虑剪力 后应力分 滞后应力 布 分布值 0.5o 1.5o
Framed tube with Shear Lag Action 无剪力滞 后应力分 布 考虑剪力 滞后应力 分布值 0.5 ' 1.5 '
Chapter 4 Total Schematic Analysis of Buildings 4.1.Space Organization of Subsystems 4.2.Total System Analysis 4.3.New Design Concepts 4.4.Examples
Chapter 4 Total Schematic Analysis of Buildings 4.1. Space Organization of Subsystems 4.2. Total System Analysis 4.3. New Design Concepts 4.4. Examples
4.1 Space Organization of Subsystems How to use an overall approach to deal with the subsystem design? Wall,roof,floor components are both space organizing and structural subsystems In early design phase,it is creative to consider the space form with structural thinking
4.1 Space Organization of Subsystems How to use an overall approach to deal with the subsystem design? Wall, roof, floor components are both space organizing and structural subsystems In early design phase, it is creative to consider the space form with structural thinking
Example:Milwaukee War Memorial ☑∥HF1∥1A
Example: Milwaukee War Memorial