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

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

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

2.1 The Assumption of Integrity

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

对外经济贸易大学：《电子商务概论 Electronic Commerce》课程教学资源（授课教案）教案设计

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

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

一、相关知识回顾 二、案例背景介绍 三、案例系统分析 四、案例系统设计 五、总结

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