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

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

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

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

◼ 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

◼ 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