Tài liệu tham khảo giáo trình cơ học kết cấu trong ngành xây dựng bằng Tiếng Anh - Yamaguchi, E. “Basic Theory of Plates and Elastic Stability” Structural Engineering Handbook Ed. Chen Wai-Fah Boca Raton: CRC Press LLC, 1999 - Cold-Formed Steel Structures | Yu . Cold-Formed Steel Structures Structural Engineering Handbook Ed. Chen Wai-Fah Boca Raton CRC Press LLC 1999 Cold-Formed Steel Structures Wei-Wen Yu Department of Civil Engineering University of Missouri-Rolla Rolla MO Introduction Design Standards Design Bases Allowable Stress Design ASD Limit States Design or Load and Resistance Factor Design LRFD Materials and Mechanical Properties Yield Point Tensile Strength and Stress-Strain Relationship Strength Increase from Cold Work of Forming Modulus of Elasticity Tangent Modulus and Shear Modulus Ductility Element Strength Maximum Flat-Width-to-Thickness Ratios Stiffened Elements under Uniform Compression Stiffened Elements with Stress Gradient Unstiffened Elements under Uniform Compression Uniformly Compressed Elements with an Edge Stiffener Uniformly Compressed Elements with Intermediate Stiffeners Member Design Sectional Properties Linear Method for Computing Sectional Properties Tension Members Flexural Members Concen-tricallyLoadedCompressionMembers Combined Axial Load and Bending Cylindrical Tubular Members Connections and Joints Welded Connections Bolted Connections Screw Connections Structural Systems and Assemblies Metal Buildings Shear Diaphragms Shell Roof Structures Wall Stud Assemblies Residential Construction Composite Construction Defining Terms References Further Reading Introduction Cold-formed steel members as shown in Figure are widely used in building construction bridge construction storage racks highway products drainage facilities grain bins transmission towers car bodies railway coaches and various types of equipment. These sections are cold-formed from carbon or low alloy steel sheet strip plate or flat bar in cold-rolling machines or by press brake or bending brake operations. The thicknesses of such members usually range from in. mm to about 1 4 in. mm even though steel plates and bars as thick as 1 in. mm can be .
