当前课程知识点：Basic Principles of Steel Structures > Chapter 6 Connections of steel structures > Discuss-4 > Discuss-2
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What are the initial defects that affect the overall stability and bearing capacity of axial compression members? How to consider in theory?
返回《Basic Principles of Steel Structures》慕课在线视频列表
-1.1Characteristics and Development History of Steel Structures
--1.1Characteristics and Development History of Steel Structures
--1.1Characteristics and Development History of Steel Structures
-1.2 Applications of Steel Structures and Classification of Steel Structural Members
--1.2 Applications of Steel Structures and Classification of Steel Structural Members
--1.2Applications of Steel Structures and Classification of Steel Structural Members
-Assignment-Introduction
-2.1 Properties of Steel
-2.2 Main Factors Affecting the Performance of Structural Steel
--2.2 Main Factors Affecting the Performance of Structural Steel
--2.2 Main Factors Affecting the Performance of Structural Steel
-2.3 Types of Structural Steel in China
--2.3 Types of Structural Steel in China
--2.3 Types of Structural Steel in China
-2.4 Structural Steel Products in China
--2.4 Structural Steel Products in China
--2.4 Structural Steel Products in China
-Assignment-Structural steels
-3.1 Strength and Stiffness of Beams
--3.1 Strength and Stiffness of Beams
--3.1Strength and Stiffness of Beams
-3.2 Lateral Torsional Buckling of Beams
--3.2 Lateral Torsional Buckling of Beams
--3.2Lateral Torsional Buckling of Beams
-3.3 Local Buckling of Beams
-3.4 Design Method of Steel Beams in China
--3.4 Design Method of Steel Beams in China
--3.4Design Method of Steel Beams in China
-Assignment-Beams
-4.1 Strength and Stiffness Design of Axially Loaded Members
--4.1 Strength and Stiffness Design of Axially Loaded Members
--4.1Strength and Stiffness Design of Axially Loaded Members
-4.2 Concept and Influence Factors of Global Buckling of Axially Loaded Columns
--4.2 Concept and Influence Factors of Global Buckling of Axially Loaded Columns
--4.2Concept and Influence Factors of Global Buckling of Axially Loaded Columns
-4.3 Calculations of Global Buckling of Axially Loaded Columns
--4.3 Calculations of Global Buckling of Axially Loaded Columns
--4.3Calculations of Global Buckling of Axially Loaded Columns
-4.4 Local Buckling of Axially Loaded Columns
--4.4 Local Buckling of Axially Loaded Columns
--4.4Local Buckling of Axially Loaded Columns
-4.5 Design of Solid-Web Axially Loaded Columns in China
--4.5 Design of Solid-Web Axially Loaded Columns in China
--4.5Design of Solid-Web Axially Loaded Columns in China
-4.6 Design of Built-up Axially Loaded Columns in China
--4.6 Design of Built-up Axially Loaded Columns in China
--4.6Design of Built-up Axially Loaded Columns in China
-Assignment-Axially loaded members
-5.1 Strength and Stiffness of Members under Combined Axial Forces and Moments
--5.1 Strength and Stiffness of Members under Combined Axial Forces and Moments
--5.1 Strength and Stiffness of Members under Combined Axial Forces and Moments
-5.2 Global Buckling and Local Buckling of Solid-Web Beam-Columns
--5.2 Global Buckling and Local Buckling of Solid-Web Beam-Columns
--5.2 Global Buckling and Local Buckling of Solid-Web Beam-Columns
-5.3 Global Buckling of Build-up Beam-Columns
--5.3 Global Buckling of Build-up Beam-Columns
--5.3 Global Buckling of Build-up Beam-Columns
-5.4 Design method of Beam-Columns in China
--5.4 Design method of Beam-Columns in China
--5.4 Design method of Beam-Columns in China
-Assignment-Members under Combined Axial Forces and Moments
-6.1 Methods and Forms of Welded Connections
--6.1 Methods and Forms of Welded Connections
--6.1 Methods and Forms of Welded Connections
-6.2 Shortages and Symbols of Welds
--6.2 Shortages and Symbols of Welds
--6.2 Shortages and Symbols of Welds
-6.3 Constitution of Butt Welds
--6.3 Constitution of Butt Welds
--6.3 Constitution of Butt Welds
-6.4 Design method of Butt Welds in China
--6.4 Design method of Butt Welds in China
--6.4 Design method of Butt Welds in China
-6.5 Constitution and Characteristics of Fillet Welds
--6.5 Constitution and Characteristics of Fillet Welds
--6.5 Constitution and Characteristics of Fillet Welds
-6.6 Design method of Fillet Welds in China
--6.6 Design method of Fillet Welds in China
--6.6 Design method of Fillet Welds in China
-6.7 Forms and Characteristics of Bolted Connections
--6.7 Forms and Characteristics of Bolted Connections
--6.7 Forms and Characteristics of Bolted Connections
-6.8 Arrangement and Constitution of Bolted Connections
--6.8 Arrangement and Constitution of Bolted Connections
--6.8 Arrangement and Constitution of Bolted Connections
-6.9 Design method of Ordinate Bolt Connections in China
--6.9 Design method of Ordinate Bolt Connections in China
--6.9 Design method of Ordinate Bolt Connections in China
-6.10 Design method of High-strength Bolt Connections in China
--6.10 Design method of High-strength Bolt Connections in China
--6.10 Design method of High-strength Bolt Connections in China
-Assignment-Connections of steel structures
