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 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
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 CMOS简单OTA  CMOS密勒OTA  CMOS对称OTA  CMOS折叠共源共栅OTA  其他运放
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一、概况 该厂日产 1000 吨,二班工作,年最大负荷利用小时 5000h。 二、电源 本厂距上级变电所 5 公里,短路容量
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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
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 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
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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
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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
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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
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