1、钢结构对材料的要求 （1） 较高的抗拉强度fu和屈服点fy （2） 塑性、冲击韧性好 （3） 冷加工性能好 （4） 可焊性好 （5） 耐久性好

轴心受拉构件从加载到破坏,其受力过程分 为三个阶段:从加载到砼受拉开裂前,砼开裂后 到钢筋即将屈服,受拉钢筋开始屈服到全部受拉 钢筋达到屈服。 轴心受拉破坏时混凝土裂缝贯通,纵向拉钢筋达 到其受拉屈服强度,正截面承载力公式如下:

 定义：HD, IM, 交调点  MOS管的非线性 单端放大器 差分放大器  双极型晶体管的非线性  负反馈能够减小非线性  运算放大器的非线性  其他非线性和准则

本章学习的主要内容及基本要求 1.局部承压的破坏形式和机理。 2.局部承压强度提高系数及计算方法。 重点: 掌握局部承压的强度提高系数及计算方法

 噪声定义  共源放大器的噪声  源极跟随器的噪声  共栅放大器的噪声  电流镜的噪声  差分对的噪声  密勒CMOS OTA的噪声  容性噪声匹配  电压/电流检测器的噪声对比

理解组织、组织结构、管理幅度等概念 领会各种管理组织结构的特点、优缺点和适用范围 掌握组织结构的设计原则、组织运行中职责权限的确定 了解组织的变革与发展

 导言  跨阻放大器的并联-并联反馈  电流放大器的并联-串联反馈  低噪声和高频的跨阻放大器

 定义  电压放大器的串联-并联反馈  跨导放大器的串联-串联反馈

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