目錄
Chapter 1 Earthquakes and Ground Motions
1.1 Causes and Types of Earthquakes
1.1.1 Internal Structure of Earth
1.1.2 Causes of Earthquakes
1.1.3 Types of Earthquakes
1.2 Seismic Waves and Propagation
1.2.1 Body Waves
1.2.2 Surface Waves
1.2.3 Earthquake Records
1.3 Earthquake Magnitude and Intensity
1.3.1 Earthquake Magnitude
1.3.2 Earthquake Intensity
1.3.3 Relationship between Magnitude and Intensity
1.4 Earthquake Characteristics and Hazards in China
1.4.1 Earthquake Activity and Distribution in China
1.4.2 Characteristics of Earthquake Activity in China
1.4.3 Earthquake Hazards in China
1.5 Seismic Fortification for Building Structures
1.5.1 Seismic Fortification Objectives
1.5.2 Seismic Design Methods
Chapter 2 Site, Subsoil and Foundation
2.1 Site
2.1.1 Selection of Construction Site
2.1.2 Construction Site Classification
2.1.3 Construction Site Categories
2.2 Seismic Checking for Subsoil and Foundation
2.2.1 Earthquake Resistance of Natural Subsoil
2.2.2 Earthquake-Resistant Checking for Natural Subsoil and Foundation
2.2.3 Earthquake-Resistant Checking for Pile Foundation
2.3 Soil Liquefaction
2.3.1 Cause and Damage of Soil Liquefaction
2.3.2 Discrimination of Soil Liquefaction
2.3.3 Mitigation of Liquefaction Hazard
Chapter 3 Structural Seismic Response of Single-Degree-of Freedom and Multi-Degree-of-Freedom Systems
3.1 Free Vibration of SDOF Systems
3.1.1 Mechanical Model and the Equation of Motion
3.1.2 Undamped Free Vibration of SDOF Systems
3.1.3 Damped Free Vibration of SDOF Systems
3.2 Forced Vibration of" SDOF Systems under Arbitrary Loading
3.2.1 Instantaneous Impulse and its Free Vibration
3.2.2 Dyna nic Response under a General Dynamic Load-Duhamel Integration
3.3 Numerical Methods for Seismic Response of SDOF Systems
3.3.1 Duhamel Integration Method
3.3.2 Numerical Solutions for Equations of Motions
3 4 Response Spectrum for Building Design
3.4.1 Basic Formula for Horizontal Earthquake Action
3.4.2 Earthquake Effect Coefficient-Response Spectrum in Chinese Code for Seismic Design of Buildings (GB 50011-2010) Version 2016
3.5 Nonlinear Analysis
3.5.1 Nonlinearity of Materials
3.5.2 Equations of Motion of SDOF Nonlinear Systems K(t)
3.5.3 Solution of Nonlinear Motion Equation
3.5.4 Hysterestic Model
3.6 Free Vibration of" Multi-Degree-of-Freedom Systems
3.6.1 Equations of Motion
3.6.2 Vibration Properties of Multi-Degree-of-Freedom Systems
3.6.3 Approximation Method for the Natural Properties
3.7 Modal Analysis Method for Multi-Degree-of-Freedom Systems
3.8 Horizontal Seismic Effect and Response of Multi-Degree-of-Freedom Systems
3.8.1 Response Spectrum Method
3.8.2 Base Shear Method
3.9 Time History Method
3.9.1 Linear Aeceleration Method for Multi-Degree-of-Freedom Systems
3.9.2 Wilson-θ Method for Multi-Degree-of-Freedom Systems
3.9.3 Seismic Response Calculation for Multi-Degree-of-Freedom Nonlinear Systems
Chapter 4 Earthquake Effect and Seismic Design Principles
4.1 Building Classification and Seismic Fortification
4.1.1 Seismic Fortification Classification
4.1.2 Seismic Fortification Criterion
4.1.3 Seismie Fortification Objeetive
4.1.4 Three Levels
4.2 Seismic Conceptual Design
4.3 Calculation Methodology of Seismic Action
4.3.1 General Requirements
4.3.2 Calculation of the Horizontal Seismic Aetion
4.3.3 Calculation of the Vertieal Seismic Aetion
4.4 Seismic Check
4.4.1 Seismic Cheek for the Load-Bearing Capacity of Structural Members
4.4.2 Seismic Cheek for Deformation
Chapter 5 Seismic Design of RC Structures
5.1 Introduction
5.2 Earthquake Damage and Analysis
5.2.1 Damage to Frame Members
5.2.2 Damage to Shear Walls
5.2.3 Damage to In-Filled Walls
5.2.4 Other Damages
5.3 Structural Systems and Seismic Grading
5.3.1 Selection of Structural System
5.3.2 Structural Configuration
5.3.3 Seismic Joints
5.3.4 Seismic Grading
5.4 Seismic Design of RC Frames
5.4.1 General Design Scheme
5.4.2 Seismic Response Calculation
5.4.3 Internal Force under Seismic Action
5.4.4 Internal Force under Vertical Loads
5.4.5 Loads Combination
5.4.6 Cross-Section Design
5.4.7 Lateral Displacement Cheek
Chapter 6 Seismic Design of Masonry Building Structures
6.1 Introduction
6.1.1 Masonry Structures
6.1.2 Ductile Design
6.2 Structural Confignration and Systems
6.2.1 Structural Configuration
6.2.2 Principle of Horizontal Seismic Action Distribution
6.3 Basic Seismic Design for Multi-Storey Masonry Buildings
6.3.1 Equivalent Wall Stiffness
6.3.2 Distribution of Shear Force on Floors
6.3.3 Seismic Shear Bearing Capacity of Wails
6.4 Basic Seismic Design of Multi-Storey Masonry Buildings with the First One/Two Frame-Supported Storeys
6.5 Limitations and Reasons
6.6 Construction Measures
6.6.1 Construction Measures for Multi-Storey Brick Masonry Buildings
6.6.2 Constructional Measures for Multi-Storey Bloek Masonry Buildings
6.6.3 Constmetional Measures for Multi-Storey Masonry Buildings with Frame-Shear Walls at Lower Storeys
Chapter 7 Seismic Design of Steel Building Structures
7.1 Introduction
7.1.1 Earthquake Disaster Characteristics of Steel Struetm'e Buildings
7.1.2 Seismie Fortification Goal of Steel Structures
7.2 Steel Structures for Middle and High-Rise Building
7.2.1 Seismic Conceptual Design
7.2.2 Computation of Earthquake Action
7.2.3 Seismic Checking for Members and Sections
7.2.4 Detailing Requirements for Seismic Design of Members
7.3 Seismic Design of Steel Structures of Single-Storey Factories
7.3.1 Seismic Design Concepts
7.3.2 Calculation of Earthquake Action
7.3.3 Checking Members and Details
7.4 An Example of Seismic Design
Chapter 8 Seismic Design of Non-Structural Elements
8.1 Introduction
8.2 Key Points for Seismic Design
8.2.1 Influence of Non-Structural Elements on Main Structure Calculation
8.2.2 Seismic Calculation of Non-Structural Elements
8.2.3 Requirements for the Equivalent Lateral Force Method
8.2.4 Calculation Requirement for the Floor Response Spectrum Method
8.2.5 Combination of Seismic Action Effect
8.3 Basic Seismic Measures of Architectural Non-Structural Elements
8.4 Basic Seismic Measures for Mechanical and Electrical Equipment Support
8.5 Simplified Seismic Analysis Method
8.5.1 Time-Historey Analysis Method for Calculating the Seismic Response of Equipment
8.5.2 Practical Calculation Method for the Seismic Response of Equipment on the Floor
8.5.3 Verification of the Practical Seismic Response Calculation Method
Chapter 9 Introduction to Seismic Isolation and Energy Dissipation for Building Structures
9.1 Introduction
9.1.1 Seismic Isolation
9.1.2 Seismic Energy Dissipation
9.2 Seismic Isolation for Building Structures
9.2.3 Application
9.3 Seismi
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