3.1 Building Systems 3.2 The Hierarchy of Structural Action 3.3 Building Forms Conceived as Solid Structures 3.4 Building Forms Conceived as Space Structures

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 2.3 Aspect Ratios and Overturn Resistance Aspect ratio (h/d) is one of the main considerations in schematic level. It is very important for overall stability of a building against overturning. 2.4 Strength and Stiffness of Buildings Carrying capacity –enough strength (against loads) Rigidity of building – enough stiffness (against deformation) 2.5 Symmetry and Asymmetry in Building Forms Asymmetry building is caused by: - asymmetry of building elevation - asymmetry of supporting system - asymmetry of dead loads or live loads

2.1 The Assumption of Integrity

1.1. Introduction 1.2 The Architectural Design Process 1.3 Different Educational Modes 1.4 Structures and Other Subsystems

1.1. Introduction 1.2 The Architectural Design Process 1.3 Different Educational Modes 1.4 Structures and Other Subsystems

上海交通大学：《结构概念设计 Conceptual design》教学资源（课程讲义）Conceptual Design for Structures

上海交通大学：《结构概念设计 Conceptual design》教学资源（课程讲义）Conceptual Design for Structures

上海交通大学：《结构概念设计 Conceptual design》教学资源（课程讲义）Chapter 7 Overall Design of Vertical Subsystem（VS）7.4. Rigid Frame Subsystem 7.5. Deflections

7.1. Overall Structural Behavior of VS 7.2. Shear Wall Subsystem 7.3. Shaft (Tube) Subsystem 7.4. Rigid Frame Subsystem 7.5. Deflections

5.1. Dead Loads 5.2. Live Loads, Snow and Wind Loads 5.3. Earthquake Loads 5.4. Internal and External Movement 5.5. Response of structures and codes