图书简介
Earthquake-resistant Design of Structures 2e is designed for undergraduate students of civil engineering.
馆藏图书馆
Harvard Library
1 : Earthquakes and Ground Motion; 1.1 Interior of Earth; 1.2 Causes of Earthquakes; 1.2.1 Indian Plate and Himalaya Earthquakes; 1.2.2 Elastic Rebound Theory; 1.2.3 Plate Tectonic Theory; 1.2.4 Causes of Volcanic Earthquakes; 1.3 Nature and Occurrence of Earthquakes; 1.4 Seismic Waves; 1.5 Graphical Method of Locating Earthquakes; 1.6 Effects of Earthquakes; 1.7 Consequences of Earthquake Damage; 1.8 Measurements of Earthquakes; 1.8.1 Intensity; 1.8.2 Magnitude; 1.8.3 Moment Magnitude; 1.8.4 Magnitude and Intensity in Seismic Regions; 1.8.5 Seismographs; 1.9 Strong Ground Motion; 1.10 Local Site Effects; 1.10.1 Topographic Effects; 1.10.2 Basin Effects; 1.10.3 Lateral Discontinuity Effects; 1.11 Classification of Earthquakes; 1.12 Seismic Zoning; 1.13 Response of Structure to Earthquake Motion; 1.14 Seismic Design; 2 : Dynamics of Structures and Seismic Response; 2.1 Modelling of Structures; 2.1.1 Lumped Mass Approach; 2.1.2 Generalized Displacement Procedure; 2.1.3 Finite Element Procedure; 2.2 Equations of Motion; 2.2.1 Direct Equilibration Using d’Alembert’s Principle; 2.2.2 Principle of Virtual Displacements; 2.2.3 Energy Method-Hamilton’s Principle; 2.3 Systems with Single Degree of Freedom; 2.4 Dynamic Response of Single-Storey Structure; 2.4.1 Free Vibration Response; 2.4.2 Forced Vibration Response; 2.5 Seismic Response of SDOF Structures; 2.5.1 Elastic Seismic Response; 2.5.2 Inelastic Seismic Response; 2.6 Response Spectrum; 2.6.1 Elastic Systems; 2.6.2 Inelastic Systems; 2.7 Design Spectrum; 2.7.1 Elastic Systems; 2.7.2 Inelastic Systems; 2.8 Systems with Multiple Degrees of Freedom; 2.8.1 Equations of Motion; 2.9 Periods and Modes of Vibration of MDOF Systems; 2.10 Elastic Response of MDOF Systems; 2.11 Inelastic Response of MDOF Systems; 2.12 Restoring Force; 2.13 Damping; 2.14 Damping Values for Building; 2.15 Uncertainties of Dynamic Analysis; 3 : Dynamics of Soils and Seismic Response; 3.1 Stress Conditions of Soil Element; 3.2 Dynamic Behaviour of Soil; 3.2.1 Settlement of Dry Sands; 3.2.2 Liquefaction of Saturated Cohesionless Soils; 3.3 Dynamic Design Parameters of Soils; 3.3.1 Shear Modulus; 3.3.2 Damping; 3.4 Soil-Structure Interaction; 3.5 Dynamic Analysis of Soil-Structure Systems; 3.5.1 Soil Models; 3.5.2 Methods of Analysis; 3.6 Seismic Consideration for Foundations; 3.6.1 Shallow Foundations (Spread Footing); 3.6.2 Deep Foundations (Pile Foundation); 3.7 Test of Soil Characteristics; 3.7.1 Field Tests; 3.7.2 Laboratory Test; 4 : Conceptual Design; 4.1 Continuous Load Path; 4.2 Overall Form; 4.3 Simplicity, Uniformity, and Symmetry; 4.4 Elongated Shapes; 4.5 Stiffness and Strength; 4.6 Horizontal and Vertical Members; 4.7 Twisting of Buildings; 4.8 Ductility; 4.9 Flexible Building; 4.10 Functional Planning; 4.11 Framing Systems; 4.12 Effect of Non-Structural Elements; 4.13 Choice of Construction Materials; 5 : Code-based Analysis Methods and Design Approaches; 5.1 Seismic Design Requirements; 5.1.1 Regular and Irregular Configurations; 5.2 Design Earthquake Loads; 5.2.1 Design Horizontal Earthquake Load; 5.2.2 Design Vertical Earthquake Load; 5.2.3 Combination for Two- or Three-component Motion; 5.2.4 Basic Load Combinations; 5.3 Permissible Stress; 5.4 Seismic Methods of Analysis; 5.4.1 Basic Assumptions; 5.4.2 Methods of Elastic Analysis; 5.4.3 Limitations of Equivalent Lateral Force and Response Spectrum Analysis Procedures; 5.4.4 Equivalent Lateral Force vs Response Spectrum Analysis Procedure; 5.5 Factors in Seismic Analysis; 5.5.1 Zone Factor; 5.5.2 Importance Factor; 5.5.3 Response Reduction Factor; 5.5.4 Fundamental Natural Period; 5.5.5 Design Response Spectrum; 5.6 Seismic Base Shear; 5.7 Seismic Weight; 5.8 Distribution of Design Force; 5.8.1 Equivalent Lateral Force Method; 5.8.2 Response Spectrum Method; 5.9 Time History Method; 5.10 Torsion; 5.11 Soft and Weak Storeys in Construction; 5.12 Overturning Moment; 5.13 Other Structural Requirements; 5.13.1 Storey Drift; 5.13.2 Deformation Compatibility of Non-seismic Members; 5.13.3 Separation between Adjacent Units; 5.13.4 Foundations; 5.13.5 Cantilever Projections; 5.13.6 Compound Walls; 5.13.7 Connections between parts; 5.14 Earthquake-resistant Design Methods; 5.15 Seismic Response Control; 5.16 Seismic Response Control Systems; 5.17 Passive Seismic Control System; 5.17.1 Base Isolation and Isolating Devices; 5.17.2 Energy Dissipation and Dissipating Devices-Dampers; 5.17.3 Dynamic Oscillators; 5.18 Active Seismic Control System; 5.19 Hybrid Seismic Control Systems; 5.20 Semi-Active Control Systems; Appendix 5.A The Differential Equation Governing Free Vibration; 6 : Masonry Buildings; 6.1 Categories of Masonry Buildings; 6.2 Behaviour of Unreinforced Masonry Walls; 6.3 Behaviour of Reinforced Masonry Walls; 6.4 Behaviour of Walls-Box Action and Bands; 6.5 Behaviour of Infill Walls; 6.6 Confined Masonry Construction; 6.7 Improving Seismic Behaviour of Masonry Buildings; 6.8 Loads Combinations and Permissible Stresses; 6.9 Seismic Design Requirements; 6.10 Seismic Design of Masonry Building; 6.11 Restoration and Strengthening of Masonry Walls; 6.11.1 Grouting; 6.11.2 Guniting; 6.11.3 Prestressing; 6.11.4 External Binding; 6.11.5 Inserting New Walls; 7 : Timber Buildings; 7.1 Structural Form; 7.2 Connections; 7.2.1 Nailed Joints; 7.2.2 Bolted Joints; 7.2.3 Connector Joints; 7.2.4 Finger Joints; 7.3 Lateral Load Transfer in Timber Buildings; 7.4 Floors and Roofs; 7.5 Timber Shear Panel Construction; 7.6 Stud-wall Construction; 7.7 Brick-Nogged Timber Frame Construction; 7.8 Substructure; 7.9 Site Response; 7.10 Ductile Behaviour of Joints; 7.11 Fire Resistance; 7.12 Decay; 7.13 Permissible Stresses; 7.14 Restoration and Strengthening; 7.14.1 Strengthening of Slabs; 8 : Reinforced Concrete Buildings; 8.1 Damage to RCC Buildings; 8.2 Principles of Earthquake-resistant Design of RCC Members; 8.2.1 Ductile Failure; 8.3 Interaction between Concrete and Steel; 8.4 Concrete Detailing-General Requirements; 8.5 Flexural members in Frame; 8.5.1 Dimensions; 8.5.2 Logitudinal Reinforcement; 8.5.3 Lap Splices; 8.5.4 Web Reinforcement; 8.6 Columns and Frame Members Subjected to Bending and Axial Load; 8.6.1 Dimensions; 8.6.2 Logitudinal Reinforcement; 8.6.3 Transverse Reinforcement; 8.7 Special Confining Reinforcement; 8.8 Joints of Frames; 8.9 Slabs; 8.9.1 Diaphragm Action; 8.9.2 Ductile Detailing; 8.10 Staircases; 8.11 Upstands and Parapets; 8.12Shear Walls; 8.13 Behaviour of Shear Walls; 8.14 Tall Shear Walls; 8.14.1 Flexural Strength; 8.14.2 Shear Strength; 8.14.3 Construction Joints; 8.15 Squat Shear Walls; 8.16 Design of Shear Walls; 8.17 Restoration and Strengthening; 8.17.1 Restoration; 8.17.2 Strengthening; 8.18 Prestressed Concrete Construction; 8.18.1 Specifications; 8.18.2 Characteristics; 8.19 Precast Concrete Construction; 9 : Steel Buildings; 9.1 Seismic Behaviour of Structural Steel; 9.2 Materials and Workmanship; 9.3 Steel Frames; 9.3.1 Behaviour of Unbraced Frames; 9.3.2 Behaviour of Braced Frames; 9.4 Flexural Members; 9.4.1 Behaviour under cyclic loading; 9.5 Frame Members Subjected to Axial Compression and Bending; 9.5.1 Moment-Curvature Relationship for Columns; 9.5.2 Behaviour of Columns under Cyclic Loading; 9.6 Connection Design and Joint Behaviour; 9.6.1 Detailing of Steel Connections; 9.6.2 Behaviour of Connections under Cyclic Loading; 9.7 Steel Panel Zones; 9.7.1 Deformation Behaviour of Panel Zone; 9.7.2 Detailing Panel Zone for Seismic Resistance; 9.7.3 Stiffeners in Panel Zone; 9.8 Bracing Members; 9.8.1 Behaviour of Bracing under Cyclic Loading; 9.9 Loads and load Combinations; 9.10 Ductile Design of Frame Members; 9.11 Retrofitting and Strengthening of Structural Steel Frames; 9.11.1 Retrofitting; 9.11.2 Strengthening; 10 : Non-Structural Elements; 10.1 Failure Mechanisms of Non-Structures; 10.2 Effect of Non-Structural Elements on Structural System; 10.3 Analysis of Structural Elements; 10.3.1 Dynamic Analysis; 10.3.2 Equivalent Static Analysis; 10.4 Prevention of Non-structural Damage; 10.4.1 Architectural Components; 10.4.2 Mechanical and Electrical Components; 10.5 Isolation of Non-structures; 10.5.1 Architectural Components; 10.5.2 Mechanical Components; 11 : Bhuj Earthquake 2001: A case Study; 11.1 Earthquake Parameters and Effects; 11.1.1 Geological Effects; 11.1.2 Geotechnical Effects; 11.2 Buildings; 11.2.1 Masonry Buildings; 11.2.2 Reinforced Concrete Buildings; 11.2.3 Precast Buildings; Appendices; I Some Significant Earthquakes in India; II Seismic Zones in India; III Zone Factor for Some Important Towns in India; IV Definitions of Irregular Buildings-Plan Irregularities; V Definitions of Irregular Buildings-Vertical Irregularities; VI Determination of Natural Frequencies and Mode Shapes; VII Horizontal Seismic Coefficient (?o); VIII Importance Factor (I); IX Soil-foundation Factor (?); X Second-order Effects (P-? Effects); XI Bauschinger effect; Bibliography; Index
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