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Analysis procedure for earthquake resistant structures
This book presents an analysis procedure for structures that are exposed to the lateral loads such as earthquake and wind. It includes the process for calculating and distributing the effective load into structural elements, as well as for calculating the displacements for different types of structu...
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| Format: | eBook |
| Language: | English |
| Published: |
Singapore :
Springer,
[2018]
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| Physical Description: |
1 online resource (xxix, 535 pages) |
| Subjects: | |
| Online Access: | SpringerLink - Click here for access |
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.