§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
With a longitudinal axis of steel stirrups and the general failure mode of compression members, bearing capacity; Longitudinal and spiral reinforcement with stirrups failure modes of axial The concept of stability factor and its influencing factors; Analysis of the core concrete strength and strength calculation; Ordinary hoops column, spiral column reinforcement stirrup features and construction requirements
文件格式: PPT大小: 315KB页数: 17
Oblique cross-section flexural members of the mechanical characteristics and failure modes. Oblique section of bending members the main factor for shear strength. Flexural oblique shear strength formula for conditions. Such a high degree of web reinforcement beams of the preliminary design steps. Resisting moment mapping. Check all of bearing capacity and structural requirements. Construction oblique shear strength calculations
文件格式: PPT大小: 4.72MB页数: 95










