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

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

福州大学：《混凝土结构设计原理》课程教学资源（教案讲义）第六章 受压构件的截面承载力、第七章 受拉构件的截面承载力、第八章 受扭构件的扭曲截面承载力、第九章 变形、裂缝及耐久性

 CMOS简单OTA  CMOS密勒OTA  CMOS对称OTA  CMOS折叠共源共栅OTA  其他运放

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

Principle of Structure Design and Calculation Based on Probabilostic Limit State Method History and basic concept of methods for calculation and design Functional requirement of structure Conception of limit state, probabilistic limit state design method Design method, principles, expressions and factors of existing Codes Strength of Materials, action classifications, action combination

Basic Concepts of Reinforced Concrete Structure and Physical and Mechanical Properties of Materials Basic Concepts of Reinforced Concrete(RC) Strength and deformation of concrete under various stress conditions Type ,Grade and Mechanical Properties of Steel Reinforcement Bond between concrete and steel reinforcement

利用商业软件Thercast建立了描述水冷结晶器内钢液凝固传热和弹塑性变形的有限元模型,对凝固过程进行三维热力耦合求解.首先在坯壳表面施加热流密度,从而得到铸坯结晶器内凝固收缩量和坯壳温度分布,并分析钢水静压力的影响,提出结晶器锥度的设计原则,以确定合适的结晶器纵断面锥度.然后在结晶器铜管冷面施加水冷换热系数,并考虑保护渣和气隙对坯壳凝固的影响,研究坯壳在结晶器内的凝固过程,从而验证所提锥度的合理性

 运算放大器的使用  两级运放的稳定性  极点分离  正零点的补偿  三级运放的稳定性

 电流镜  差分对  差分电压放大器和差分电流放大器