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

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

• 元明之际的战争 • 朱元璋建立的制度 • 朱棣重构正统性的努力 • 土木堡之变：明代国力转折 • 女真崛起与辽东战争

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

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

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

东南大学土木工程学院：《材料力学 Mechanics of Materials》课程教学资源（考核要求）

钢结构的特点 钢结构的应用范围 钢结构的历史、现状、发展趋势 钢结构的主要结构形式及杆件分类

第三节 螺栓连接 Bolted Connection 3.1 普通螺栓 common bolts or machine bolts 3.2 高强度螺栓 High-strength bolts

第一节 概述 Introduction 第二节 焊缝连接 Weld Connection