9.1 Reverse Eutectoid Transformations 9.1.1 Intro to austenite in Fe-C system 9.1.2 Formation mechanism of austenite 9.1.3 Kinetics of austenitization 9.1.4 Austenite grain growth and its control 9.2 Eutectoid Transformations 9.2.1 Intro to Pearlite in Fe-C system 9.2.2 Formation mechanism of pearlite 9.2.3 Kinetics of pearlite formation 9.2.4 Mechanical properties

1. The traditional role of tribute 2. Tributaries of the late Ming Table 1: Ming tributaries c. 1587 3. The Li Fan Yuan (Court of Colonial Affairs) under the Ch'ing 4. Ch'ing tributaries from the south and east,-general regulations Table 2: Regular Ch'ing tributaries Table 3: Frequency and routes of tribute 5. European countries in the tributary system Table 4: European embassies to the Court of Peking 6. Ch'ing tribute embassies and foreign trade Table 5: Tribute embassies 1662-1911 Table 6: Non-tributary trading countries 1818 7. A selected list of Ch'ing works 1644-1860 on maritime relations 8. Index of tributaries listed in six editions of the Collected Statutes

上海交通大学：《操作系统 Operating System》课程教学资源（课件讲稿）OS-Lec21_file system interface

上海交通大学：《操作系统 Operating System》课程教学资源（课件讲稿）OS-Lec22_file system implementation

上海交通大学：《操作系统 Operating System》课程教学资源（课件讲稿）OS-Lec23_file system implementation

上海交通大学：《操作系统 Operating System》课程教学资源（课件讲稿）OS-OPERATING SYSTEMS（LINUX SYSTEM CALLS）

一、自主神经系统的功能 (Function of autonomic nervous system)又称植物神经系统或内脏神经系统

•§2.1 Newton’s Laws of Motion •§2.2 Galilean Principle of Relativity & Noninertial Reference Frames – Galilean Principle of Relativity – Inertial force in Noninertial system – Inertial force in rotating coordinate system

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

• Introduction • The newsboy model • Lot Size-Reorder Point System; • Service Level in (Q, R) System;