§1层流速度边界层的相似解 §2低速、常物性的层流边界层能量方程 §3壁温为常数的平壁上换热 §4楔型流的换热 §5壁温任意变化的情况 §6任意形状物体上换热
文件格式: PPTX大小: 6.07MB页数: 16
§1.解析法 §2.虚拟热源和映像法
文件格式: PPTX大小: 9.61MB页数: 25
§1-1导热及付里叶定律 §2导热微分方程 §3导热过程的单值条件及解法 §4一维稳态解析解
文件格式: PPTX大小: 5.63MB页数: 27
长沙理工大学:《高等传热学》课程电子教案(PPT课件)第一章 绪论(负责人:姜昌伟)
文件格式: PPTX大小: 3.12MB页数: 8
同济大学:《逻辑网络》课程电子教案(PPT课件)数字设计中的基本电路 Introduction to the circuits in digital design
文件格式: PPT大小: 1.45MB页数: 28
同济大学:《逻辑网络》课程电子教案(PPT课件)异步时序电路分析与设计 Introduction to asynchronous circuits design
文件格式: PPT大小: 2.43MB页数: 56
同济大学:《逻辑网络》课程电子教案(PPT课件)寄存器与计数器 register and counters
文件格式: PPT大小: 1.74MB页数: 45
同济大学:《逻辑网络》课程电子教案(PPT课件)同步时序电路设计中的问题 Advanced design issue
文件格式: PPT大小: 1.78MB页数: 35
Computation of Stress, Crack width and Reflection of RC Flexural Members  Characteristics of use of reinforced concrete beam during the calculation.  The concept of transformed section and the geometric characteristics.  The stress state of reinforced concrete short-term checking.  Flexural members of the cracks and the maximum width of crack.  Deformation of flexural members.  Durability of concrete structures
文件格式: PPT大小: 643KB页数: 70
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
文件格式: PPT大小: 2.56MB页数: 61
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