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所在平台: Udemy |
课程主页: https://www.udemy.com/course/design-of-slender-columns-per-aci-code-for-buckling-failure/
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本 Coursera 课程《基于 ACI 规范的细长柱屈曲失效设计》旨在教授学员如何设计在轴向力、弯矩作用下并考虑屈曲失效的细长钢筋混凝土柱。 **课程概述：** 课程将通过一个完整的工程实例，即设计一根高 6 米、截面尺寸为 0.4x0.4 米的柱子，按照 ACI 规范和标准来应对屈曲失效。 **课程引入：** * **短柱与长柱：** 课程会首先解释如果柱子因混凝土压碎或钢筋屈服等材料失效而破坏，则归类为短柱。随着柱子长度增加，发生屈曲失效的可能性也随之增大。细长比是定义短柱向长柱转变的关键参数。 * **学习目标：** 在本课程中，学员将学会如何设计长柱，使其不仅能承受最终轴向荷载，还能抵抗弯矩。 **课程内容与大纲：** * 钢筋混凝土柱的类型 * 屈曲失效原理 * 长柱与短柱的分析 * 短柱设计（含建筑平面实例） * 考虑屈曲的长柱设计 * 柱的相互作用图 * 用于屈曲设计中弯矩放大法的应用 * 非移位框架柱的屈曲设计 **关于讲师：** 讲师 Ali Abu Hatab 是一位来自巴勒斯坦的土木工程师，在结构工程、给排水设计方面拥有丰富的经验。 **立即加入并注册课程，提升您的结构设计能力！**
In this course, you will study a complete example of designing columns with 0.4x0.4m and 6m height under axial and moments for buckling. Per ACI Code and Standers. Join and enroll in the course now!!!Introduction to the Course If the column fails due to initial material failure; crushing of concrete, yielding of steel, or both, it is classified as a short column. As the length of the column increases.The probability that failure will occur by buckling also increases. Therefore, the transition from the short column to the long column case is defined using the slenderness ratio.In this course you will learn how to design a long column to carry in addition to the ultimate axial load, the Moments.Course Content and Oultine Types of Reinforced Concrete ColumnsBuckling Failure PrinciplesLong and Short Columns AnalysisDesign of Short column Building Plan ExampleDesign of Long Columns for BucklingInteraction Diagrams of ColumnsMoment Magnification factor Method for Design of BucklingNon-Sway frame column Design for BucklingAbout the tutor My name is Ali Abu Hatab, I am a Civil Engineer from Palestine, Who has experience in structural engineering, water, and wastewater design.Join and enroll now!
