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Table of Contents
Intro; Preface; Contents; List of Figures; List of Tables; List of Charts; 1 Moment Resistance System; 1.1 Moment Resistance System; 1.1.1 Resistance System in Structure; 1.1.2 Moment Resistance Frame; 1.1.3 The Behavior of Moment Resistance Frame; 1.1.3.1 Gravity Load; Analysis of the Moment Resistance Frame Under Gravity Load; 1.1.3.2 Lateral Load; 1.1.4 Stiffness Concept; 1.1.4.1 The Stiffness of Moment Resistance Frame; 1.1.4.2 The Calculation Stiffness of Moment Resistance Frame; 1.1.5 Shear Rigidity; 1.2 Define Project; 1.2.1 Architectural Plans; 1.2.2 Site Plan; 1.2.2.1 Floor Plan
1.2.2.2 Elevation Plan1.2.3 Material Property; 1.3 Loading; 1.3.1 Introduction; 1.3.2 Gravity Load; 1.3.2.1 Dead Load; Floor System; Composite Floor; Wall; Staircase; 1.3.2.2 Live Load; 1.3.3 Center of Mass; 1.3.4 Lateral Load; 1.3.4.1 EUROCODE 8 (Equivalent Lateral Force); The Procedure for Determine the Equivalent Lateral Force; 1.3.4.2 Distribution of Shear Base in Each Story; 1.3.4.3 IBC (Equivalent Lateral Load); The Procedure for Determine the Equivalent Lateral Force; The Calculation of Equivalent Lateral Force of Project Using IBC 2012; 1.3.5 Shear Rigidity
1.3.5.1 Center of Rigidity (Stiffness)1.3.6 Torsional Forces; 1.3.6.1 Calculation of Torsion; 1.3.7 Accidental Torsional Effects; 1.3.8 Distribution of Lateral Shear in Bents; 1.3.8.1 Distribution of Shear Force in the Fifth and Sixth Story; 1.3.9 Analysis of the Moment Resistance Frame Under Gravity Load; 1.3.10 The Approximate Methods for Analysis of Moment Resistance Frames Under Lateral Load; 1.3.10.1 Portal Method; 1.3.10.2 Cantilever Method; 1.4 Displacement Analysis; 1.4.1 Introduction; Appendix; References; 2 Braced Steel Frame System; 2.1 Braced Frame System; 2.1.1 Braced Frames
2.1.1.1 Introduction2.1.2 Types of Bracing; 2.1.2.1 Concentrically Braced Frames; 2.1.2.2 Eccentrically Braced Frame (EBF); 2.1.2.3 Buckling Restrained Braces; 2.1.3 Behavior of Braced Frame Under Gravity and Lateral Load; 2.1.3.1 Structural Frame System with Double-Diagonal Bracing; 2.1.3.2 Structural Frame with Chevron Bracing System; In Double-Diagonal Bracing System; In Chevron Braced System; 2.1.3.3 Structural Frame with Eccentric Bracing System; 2.1.4 Stiffness of Different Type of Bracing Frame; 2.1.4.1 Virtual Work; Unit Load Method as Applied to Trusses
Calculation of Stiffness Indeterminate Braced FrameCalculation of Stiffness of Diagonal Bracing System; Chevron Braced Frame System (V and V Inverted); Chevron Braced Frame System (V Inverted); Calculation Stiffness of Double Diagonal Braced Frame; 2.2 Define Project; 2.2.1 Properties Definition of Project; 2.2.1.1 Architectural Plans; Floor Plan; 2.3 Loading; 2.3.1 Weight of Steel Structure; 2.3.1.1 Weight of Columns in Each Story; 2.3.1.2 Weight of Beam and Bracing System; 2.3.1.3 Total Weight of Structure; 2.3.2 Center of Mass; 2.3.3 Lateral Load
1.2.2.2 Elevation Plan1.2.3 Material Property; 1.3 Loading; 1.3.1 Introduction; 1.3.2 Gravity Load; 1.3.2.1 Dead Load; Floor System; Composite Floor; Wall; Staircase; 1.3.2.2 Live Load; 1.3.3 Center of Mass; 1.3.4 Lateral Load; 1.3.4.1 EUROCODE 8 (Equivalent Lateral Force); The Procedure for Determine the Equivalent Lateral Force; 1.3.4.2 Distribution of Shear Base in Each Story; 1.3.4.3 IBC (Equivalent Lateral Load); The Procedure for Determine the Equivalent Lateral Force; The Calculation of Equivalent Lateral Force of Project Using IBC 2012; 1.3.5 Shear Rigidity
1.3.5.1 Center of Rigidity (Stiffness)1.3.6 Torsional Forces; 1.3.6.1 Calculation of Torsion; 1.3.7 Accidental Torsional Effects; 1.3.8 Distribution of Lateral Shear in Bents; 1.3.8.1 Distribution of Shear Force in the Fifth and Sixth Story; 1.3.9 Analysis of the Moment Resistance Frame Under Gravity Load; 1.3.10 The Approximate Methods for Analysis of Moment Resistance Frames Under Lateral Load; 1.3.10.1 Portal Method; 1.3.10.2 Cantilever Method; 1.4 Displacement Analysis; 1.4.1 Introduction; Appendix; References; 2 Braced Steel Frame System; 2.1 Braced Frame System; 2.1.1 Braced Frames
2.1.1.1 Introduction2.1.2 Types of Bracing; 2.1.2.1 Concentrically Braced Frames; 2.1.2.2 Eccentrically Braced Frame (EBF); 2.1.2.3 Buckling Restrained Braces; 2.1.3 Behavior of Braced Frame Under Gravity and Lateral Load; 2.1.3.1 Structural Frame System with Double-Diagonal Bracing; 2.1.3.2 Structural Frame with Chevron Bracing System; In Double-Diagonal Bracing System; In Chevron Braced System; 2.1.3.3 Structural Frame with Eccentric Bracing System; 2.1.4 Stiffness of Different Type of Bracing Frame; 2.1.4.1 Virtual Work; Unit Load Method as Applied to Trusses
Calculation of Stiffness Indeterminate Braced FrameCalculation of Stiffness of Diagonal Bracing System; Chevron Braced Frame System (V and V Inverted); Chevron Braced Frame System (V Inverted); Calculation Stiffness of Double Diagonal Braced Frame; 2.2 Define Project; 2.2.1 Properties Definition of Project; 2.2.1.1 Architectural Plans; Floor Plan; 2.3 Loading; 2.3.1 Weight of Steel Structure; 2.3.1.1 Weight of Columns in Each Story; 2.3.1.2 Weight of Beam and Bracing System; 2.3.1.3 Total Weight of Structure; 2.3.2 Center of Mass; 2.3.3 Lateral Load