OpenSEES Models of Instrumented Buildings and Bridges   6-Story Steel Building in Burbank California [Documentation], [OpenSEES FEM], [SAP2000 FEM]
    7-Story (Holiday Inn) RC Building in Van Nuys California [OpenSEES FEM],[SAP2000 FEM]
    13-Story Steel Building in Southern California [Documentation], [OpenSEES FEM], [SAP2000 FEM]
    19-Story Building in Southern California [OpenSEES FEM]
    52-Story Building in Downtown Los Angeles California [OpenSEES FEM]
    Ordinary Standard Skew Bridge in California [Documentation], [OpenSEES FEM]
     
Pushover Analysis   Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures
     
Ground-motion Prediction   Graizer – Kalkan 2015 Ground Motion Prediction Equations for Shallow Crustal Active Tectonic Regions (Excel File)
    Kalkan - Gulkan Ground Motion Prediction Equations for Turkey
     
Earthquakes and Ground Motions   Darfield and Christchurch, New Zealand Earthquakes: Evaluation of Global GMPEs
    March 11, 2011 M9.0 Tohoku, Japan Earthquake: Processed Strong Ground Motion Data
    Ground Motion Predictions of March 8 - 2010: M6.2 Elazig-Kovancilar Eq. (Turkey)
    May 18, 1940 El-Centro Earthquake Record North-South Component (50 samples-per-second, dt = 0.02 s)
     
Seismic Hazard Analysis   Earthquake Potential of California Considering Site Effects
    Seismic Hazard Mapping of Sea of Marmara (Istanbul, Turkey)
    Deterministic Seismic Design Values for Istanbul Metropolitan and Sea of Marmara (Turkey) Region
     
Ground-motion Selection, Scaling and Characterization   Required Number of Ground Motions for ASCE/SEI-7 Ground Motion Scaling Procedure
    Modal Pushover-based Ground Motion Scaling Procedure for Nonlinear Response History Analysis of Structures
    Modal Pushover-based Scaling Procedure for Nonlinear Response History Analysis of “Ordinary Standard” Bridges
    Experimental Evaluation of Ground Motion Scaling Methods for Nonlinear Analysis of Structural Systems
    Near-Fault Forward Directivity and Fling Effects on Building Structures
     
Basin Effect and Long Period Ground Motions   Long-Period (3 to 10 s) Ground Motions in and around the Los Angeles Basin during the 2010 M7.2 El Mayor-Cucapah Earthquake
    Characteristics of Ground Motion Attenuation during the M7.2 El Mayor Cucapah (Baja) Earthquake
     
MatLAB Codes and Functions by E. Kalkan   ASCE 41-06 Displacement Coefficient Method
    Decimate (Downsample) A Signal in Frequency Domain
    Nonlinear-Inelastic Response History Analysis of SDOF Oscillator Using OpenSEES
    Graizer-Kalkan 2015 Ground-Motion Prediction Equation
    Automatic P-phase Arrival Time Picker
    P-Phase Arrival Time Picker Based On Akaike Information Criterion
    Time-domain Sinc Interpolation (Resampling)
    Frequency Domain (FFT-Based) Zero-Padding Resampling (Interpolation) of Discrete-Time Signal
    Frequency-Domain Integration of Discrete Time-Signal
    Frequency-Domain Differentiation of Discrete Time-Signal
    Pseudo Spectral Acceleration, Velocity and Displacement Spectra
    Nonlinear-Inelastic Constant Yield Displacement Response Spectra
    Nonlinear-Inelastic Constant Yield Multi-Axial Response Spectra Considering Horizontal, Vertical and Rotational Motions
    Complex Mode Identification Function
    Deconvolution of Two Discrete-Time Signals
    Frequency Response Function of Accelerometer (Oscillator)