10.1. Introduction 10.2. High-rise Buildings of Shear-wall 10.3. High-rise Buildings of Rigid Frame 10.4. High-rise Buildings of Tube

上海交通大学：《结构概念设计 Conceptual design》教学资源（课程讲义）水平与竖向构件

The reasons to limit lateral deflection are: - To avoid damage problem in building associated with shear racking and bending deflection. - To avoid uncomfortable horizontal movement of the occupants

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

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

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

4.1. Space Organization of Subsystems 4.2. Total System Analysis 4.3. New Design Concepts 4.4. Examples

11.1. Arch Systems 11.2. Suspension Systems 11.3. Shell Systems 11.4 New Spatial Structures

Structural Preliminary Design Report Design Supervision: Mori Building Architects & Engineer Architectural Design: Kohn Pederson Fox Associates, P.C. Structural Design: Leslie E. Robertsen Associates, R.L.L.P. Design Consultant: East China Architectural Design & Research Institute

10.1. Introduction 10.2. High-rise Buildings of Shear-wall 10.3. High-rise Buildings of Rigid Frame 10.4. High-rise Buildings of Tube