一、理解类的继承性概念以及父类和子类的关系 二、学习使用修饰符 protect、 final、 abstract 三、理解多态性 四、使用接口和内部类 五、熟悉程序开发的过程和类的设计原则

为面向对象的四大特性。通过前面的学习，对前两个特性有 了一定程度的理解，本章将继续探讨后两个特性，即继承性 和多态性。 ◼类的继承； ◼类成员的隐藏与重载； ◼多态性； ◼Object类和 Class类； ◼抽象类与接口； ◼对象克隆； ◼对象转型和类的设计原则

混凝土路面受周围温度变化的影响，它的线长量与体积量都会发生变化。混凝土作为一 种温度线弹性体，它的变形与发生变形前后的温差成正比，其相对线应变为：

一、学习者特征分析概述 二、认知发展特征分析 三、学习者的起点水平分析 四、学习者学习风格的分析

一．概念 1．道路与其它土木建筑在考虑气候与环境时的区别道路是露天建筑物道路是线型建筑，涉及的范围较大

一) 土的分类 1、首先按土的粒长分为巨粒土、粗粒土、细粒土和特殊土四个大组，其划分见表 4-2

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

可用性的定义 可用性工程 支持可用性的设计原则 可学习性 灵活性 鲁棒性 可用性的评估方法 用户模型法、启发式评估、认知性遍历、用户测试和用户调查法等 可用性案例

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