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

➢抗力统计分析的一般概念 ➢结构构件抗力不定性因素的分析 ➢结构构件抗力的统计参数 ➢结构构件抗力的概率分布类型

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

With a longitudinal axis of steel stirrups and the general failure mode of compression members, bearing capacity; Longitudinal and spiral reinforcement with stirrups failure modes of axial The concept of stability factor and its influencing factors; Analysis of the core concrete strength and strength calculation; Ordinary hoops column, spiral column reinforcement stirrup features and construction requirements

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

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

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

1、连接设计与结构内力分析时的假定相一致； 2、连接设计应选择最不利的荷载工况； 3、传力直接、明确，避免应力集中； 4、节点的变形协调； 5、避免偏心的影响；

钢结构承载能力的三种形式： 构件截面承载能力：在荷载作用下截面的应 力与构件材料相应强度值的比较，即强度 单个构件的承载能力：构件的稳定性，与构 件的刚度有关 整体结构的承载能力：与抗侧力构件的刚度 有关或与结构体系中压杆、压弯构件有关

一、钢梁丧失整体稳定 的现象：侧向弯扭屈曲（单向受弯构件的失稳形式）。为什么会发生这种失稳形式？ 二、梁的临界荷载（或临界弯矩）：推导以纯弯曲双轴对称工字型截面简支梁为例