Preface: February 2018 (1st Ed.)
Author
Contents
CH. 1.1 VIBRATION 1.1.1 Definition 1.1.2 Importance 1.1.3 Resonance 1.1.4 Fatigue 1.1.5 Environment 1.1.6 Maintenance
CH. 1.2 SIGNALS 1.2.1 Amplitude, Frequency and Phase Angle 1.2.2 Displacement, Velocity and Acceleration 1.2.3 Real and Complex Numbers 1.2.4 Fourier Transform 1.2.5 Root Mean Square (RMS) 1.2.6 Filter
CH. 1.3 ANALYSIS 1.3.1 Software’s 1.3.2 Programming languages
REFERENCE
EXERCISES E1.2: 2016 Gyeongju earthquake
CH. 2.1 DESIGN GROUND MOTION 2.1.1 Code Specification 2.1.2 Seismic Waves 2.1.3 Characteristics 2.1.4 Magnitude (M) 2.1.5 Intensity Measure (IM) 2.1.6 Arias Intensity and Strong Motion Duration 2.1.7 Frequency Component 2.1.8 Spatial Variation
CH. 2.2 SELECTION OF GROUND MOTION 2.2.1 [STEP 1] Select the target response spectrum (TRS) 2.2.2 [STEP 2] Decide the interesting frequency range 2.2.3 [STEP 3] Select ground motions from the database of the PEER 2.2.4 [STEP 4] Check the selected ground motions
CH. 2.3 GENERATION OF GROUND MOTION 2.3.1 Frequency and Time Domain Methods 2.3.2 Seismic Acceleration, Velocity, Displacement 2.3.3 Arithmetic and Geometric Means 2.3.4 Correlation Coefficient and Statistical Independence
CH. 2.4 FREE FIELD ANALYSIS (SITE RESPONSE ANALYSIS) 2.4.1 Free Field Motion (Site Response) 2.4.2 One Dimensional Wave Propagation 2.4.3 Equivalent Linear Analysis
REFERENCE
EXERCISES E2.1: Free Field Analysis by SHAKE
CH. 3.1 MODELING 3.1.1 Static and Dynamic Analyses 3.1.2 Linear and Nonlinear Analyses 3.1.3 Idealization 3.1.4 Equation of Motions (EOM)
CH. 3.2 DYNAMIC CHARACTERISTICS 3.2.1 Natural Frequency 3.2.2 Damping 3.2.3 Dynamic Amplification Factor
CH. 3.3 NUMERICAL ANALYSIS 3.3.1 Impulse Response Function and Convolution Integral 3.3.2 Time Domain Method (Direct Integration Method) 3.3.3 Frequency Domain Method
REFERENCE
EXERCISES E3.1: Equations of motion: Seismic load E3.2: Undamped free vibration: Water tank
CH. 4.1 DYNAMIC CHARACTERISTICS 4.1.1 Eigenvalue and Eigenvector 4.1.2 Natural frequency and mode shape 4.1.3 Free vibration and mode shape 4.1.4 Damping 4.1.5 Mode Superposition
CH. 4.2 EARTHQUAKE ANALYSIS 4.2.1 Mode Superposition Method 4.2.2 Response Spectrum Analysis 4.2.3 Equivalent Static Analysis
REFERENCE
EXERCISES E4.1: Natural frequency and mode shape E4.1: Rayleigh damping E4.1: Equivalent SDOF System E4.2: Mode Superposition Method: Free vibration E4.2: Mode Superposition Method: Earthquake Analysis E4.2: Response Spectrum Method: Earthquake Analysis E4.2: Earthquake Analysis by Computer Program
CH. 5.1 STRUCTURAL DESIGN 5.1.1 Principle of Structural Design 5.1.2 Types of Structures
CH. 5.2 DEMAND AND CAPACITY 5.2.1 Attack of Loads: Demand 5.2.2 Resistance of Structures: Capacity 5.2.3 Seismic Force-Resisting System (SFRS)
CH. 5.3 SEISMIC DESIGN 5.3.1 Design Philosophy 5.3.2 Performance-Based Design
REFERENCE
EXERCISES
CH. 6.1 ANALYSIS PROCEDURE 6.1.1 Equivalent Lateral Force (ELF) Procedure 6.1.2 Modal Response Spectrum Analysis 6.1.3 Response History Analysis (RHP)
CH. 6.2 EXAMPLES 6.2.1 Building Structures (KBC, 2016) 6.2.2 Nonstructural Components: Anchorage (KBC 2016; ASCE 7-16)
REFERENCE
EXERCISES
CH. 7.1 FUNDAMENTALS 7.1.1 Seismic Design and Performance Evaluation 7.1.2 Performance Goals
CH. 7.2 CAPACITY SPECTRUM METHOD 7.2.1 Performance-based design 7.2.2 Pushover analysis method 7.2.3 Capacity Spectrum Method
CH. 7.3 SEISMIC PROBABILISTIC RISK ASSESSMENT (SPRA) 7.3.1 Assessment procedure 7.3.2 Seismic Hazard Analysis (SHA) 7.3.3 Seismic Fragility Analysis (SFA) 7.3.4 Seismic Risk Assessment (SRA)
REFERENCE
EXERCISES
CH. 8.1 INTRODUCTION
CH. 8.2 SEISMIC RETROFIT
CH. 8.3 VIBRATION CONTROL
CH. 8.4 SEISMIC ISOLATION
REFERENCE
EXERCISES E8.4: Effect of Base Isolation