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了解人的感知模型 掌握认知过程与交互设计原则 掌握概念模型及对概念模型的认知 了解分布式认知
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 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
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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
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 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
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 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
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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
文档格式:PPT 文档大小:643KB 文档页数:70
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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 CMOS简单OTA  CMOS密勒OTA  CMOS对称OTA  CMOS折叠共源共栅OTA  其他运放
文档格式:PPT 文档大小:4.72MB 文档页数:95
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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