4.4Local Buckling of Axially Loaded Columns在线视频

Basic Principles of Steel Structures课程列表：

Chapter 1 Introduction

-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

Chapter 2 Structural steels

-2.1 Properties of Steel

--2.1 Properties of Steel

--2.1Properties 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

-Discuss-Structural steels

Chapter 3 Beams

-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

--3.3 Local Buckling of Beams

--3.3Local 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

-Discuss-1

-Discuss-2

Chapter 4 Axially loaded members

-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

-Discuss-1

-Discuss-2

Chapter 5 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

--5.1 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

-Discuss

Chapter 6 Connections of steel structures

-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

-Discuss-1

-Discuss-2

-Discuss-3

-Discuss-4

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