上海交通大学：《结构概念设计 Conceptual design》教学资源_拓展教学资料_林同炎_2010-1-林同炎的荣誉

上海交通大学：《结构概念设计 Conceptual design》教学资源_拓展教学资料_WTC reconstruction

上海交通大学：《结构概念设计 Conceptual design》教学资源_拓展教学资料_Collapse of the World Trade Center Towers

上海交通大学：《结构概念设计 Conceptual design》教学资源（课程讲义）参观现代集团江欢成建筑设计院

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

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

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

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

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