• Architecture – Client/Server, P2P – DDBMS,MDBS • Design – Strategies – Issues – Fragmentation – Allocation • Conclusion

Functional Language and MapReduce MapReduce Basic MapReduce Algorithm Design Hadoop and Java Practice

2.1 Analysis 2.2 Asymptotic Order of Growth(渐进分析) 2.3 Three Techniques for Designing Algorithms 1. Greedy Algorithms 2. Divide and Conquer 3. Dynamical Programming

§5.1 Filter Design by the Insertion Loss Method §5.2 Filter Scaling and Transformation §5.3 Low-pass and high-pass using Transmission line stub §5.4 Stepped-Impedance low-pass Filters §5.5 Bandpass Filters using Transmission Line Response

11.1 A General Framework 11.2 Design for Logistics (DFL) 11.3 Supplier Integration into New Product Development 11.4 Mass Customization

To-Down Design of DDBMS Architecture  Schema and Distribution Transparency Bottom-up Design of DDBMS Architecture  Architectural Alternatives for DDBMSs  Three Reference Architectures for a DDBMS (i.e., client/server, peer-to-peer distributed DBMS, multi-databases) Global Directory/Dictionary

Chapter 6 Design for Single Reaction Chapter 7 Design for Parallel Reactions Chapter 8 Potpourri of Multiple Reaction Chapter 9 Temperature and Pressure Effects Chapter 10 Choose the Right Kind of Reactor

bias components are the mechanical characteristics of cross sections and two failure modes, Boundaries and determine the size of bias conditions; Familiar with eccentric compression of the second-order effect and calculation; Eccentric rectangular cross-section bearing capacity of compression members is calculated, Including the formula, the formula of the applicable conditions of reinforcement and non-symmetrical Design and reinforcement of the cross-section symmetrical cross section for review; I-shaped, T shaped eccentric compression AND CIVIL ENGINEERING Calculation method; Circular section eccentric compression member cross section design and review; Eccentric compression reinforcement of the structure and reasonable layout requirements

4.1 Footing depth and spacing 4.2 Displaced soil effects 4.3 Net versus gross pressure: design soil pressures 4.4 Erosion problems for structures adjacent to flowing water 4.5 Corrosion protection 4.6 Water table fluctuation 4.7 Foundations in sand and silt deposits 4.8 Foundations on loess and other collapsible soil 4.9 Foundations on unsaturated soils subjected to volume change with change in water content

4.4.1 概述 4.4.2 压力容器的应力分类 4.4.3 应力强度计算 4.4.4 应力强度限制 4.4.5 分析设计的应用