Journal of Seismology and Earthquake Engineering

Journal of Seismology and Earthquake Engineering

Keyword Index
A
  • Accidental eccentricity Effect of Brace Locations and Accidental Eccentricity on the Response of Asymmetric Structures [Volume 17, Issue 2, 2015, Pages 115-126]
  • Aging effect Relations between Liquefaction Resistance and Shear Wave Velocity as Affected by Aging of Sand Deposits [Volume 17, Issue 1, 2015, Pages 19-30]
  • Ambient microtremor Urban Planning of Kermanshah City Based on the Seismic Geotechnical Hazards [Volume 17, Issue 3, 2015, Pages 203-211]
  • Amplification Seismic Response of 2D Triangular-Shaped Alluvial Valleys to Vertically Propagating Incident SV Waves [Volume 17, Issue 2, 2015, Pages 89-101]
  • Asymmetric structures Effect of Brace Locations and Accidental Eccentricity on the Response of Asymmetric Structures [Volume 17, Issue 2, 2015, Pages 115-126]
B
  • Bandlimited white noise Dynamic Analysis of Bilinear Oscillators Excited by Band-limited White Noise Excitation [Volume 17, Issue 3, 2015, Pages 213-222]
  • Bearing device Solution of Double Criterion Problem about Selecting Passive Control Device of Cable-Stayed Bridges [Volume 17, Issue 3, 2015, Pages 153-164]
  • Bilinear Dynamic Analysis of Bilinear Oscillators Excited by Band-limited White Noise Excitation [Volume 17, Issue 3, 2015, Pages 213-222]
  • Brace locations Effect of Brace Locations and Accidental Eccentricity on the Response of Asymmetric Structures [Volume 17, Issue 2, 2015, Pages 115-126]
  • Buckling resistance brace Fragility Curve Development for Assessing Midrise Steel Building with Buckling Resistant Braced System Having Vertical Irregularity [Volume 17, Issue 4, 2015, Pages 293-304]
  • Building frame Nonlinear Soil-Structure Interaction Effects on Building Frames: A Discussion on the Seismic Codes [Volume 17, Issue 2, 2015, Pages 141-151]
C
  • CFRP An Analytical Model for Steel Shear Wall Strengthened with CFRP Using Composite Theory [Volume 17, Issue 1, 2015, Pages 71-79]
  • Chevron bracing Effect of Flange Width of Vertical Link Beam on Cyclic Behavior of Chevron Braced Steel Frames [Volume 17, Issue 4, 2015, Pages 281-292]
  • Clustering Application of Copula Theory to Develop Techniques for Earthquakes Forecasting [Volume 17, Issue 2, 2015, Pages 81-88]
  • Codal provisions Calculation of Separation Distance between Adjacent Buildings: A Review on Codal Provisions [Volume 17, Issue 1, 2015, Pages 31-42]
  • Composite steel shear wall An Analytical Model for Steel Shear Wall Strengthened with CFRP Using Composite Theory [Volume 17, Issue 1, 2015, Pages 71-79]
  • Compression failure Idealized Bilinear Moment-Curvature Curves of Slender Rectangular RC Wall Sections [Volume 17, Issue 4, 2015, Pages 223-231]
  • Computational cost On the Essentiality of Techniques to Enlarge Integration Steps in Transient Analysis Against Digitized Excitations [Volume 17, Issue 1, 2015, Pages 43-60]
  • Copula methods Application of Copula Theory to Develop Techniques for Earthquakes Forecasting [Volume 17, Issue 2, 2015, Pages 81-88]
  • Correction factor Correction Factors Including Nonclassical Nature of Soil-Structure Interaction Spectral Analysis [Volume 17, Issue 3, 2015, Pages 193-201]
  • Corrosion Time-Dependent Seismic Assessment of Typical Highway Bridges Subjected to Corrosion in Persian Gulf Zone [Volume 17, Issue 4, 2015, Pages 265-280]
  • Curvature ductility Idealized Bilinear Moment-Curvature Curves of Slender Rectangular RC Wall Sections [Volume 17, Issue 4, 2015, Pages 223-231]
  • Cyclic yield strain Relations between Liquefaction Resistance and Shear Wave Velocity as Affected by Aging of Sand Deposits [Volume 17, Issue 1, 2015, Pages 19-30]
D
  • Diagonal tension field An Analytical Model for Steel Shear Wall Strengthened with CFRP Using Composite Theory [Volume 17, Issue 1, 2015, Pages 71-79]
  • Digitized excitations On the Essentiality of Techniques to Enlarge Integration Steps in Transient Analysis Against Digitized Excitations [Volume 17, Issue 1, 2015, Pages 43-60]
  • Directivity pulse Floor Response Modification Factors for Nonstructural Components due to Near-Field Pulse-Like Earthquakes [Volume 17, Issue 4, 2015, Pages 249-263]
  • Double criterion problem Solution of Double Criterion Problem about Selecting Passive Control Device of Cable-Stayed Bridges [Volume 17, Issue 3, 2015, Pages 153-164]
  • Ductility Experimental Investigation of a Combined System in Steel Braced Frames [Volume 17, Issue 3, 2015, Pages 181-191]
  • Dynamic spectral analysis Effect of Brace Locations and Accidental Eccentricity on the Response of Asymmetric Structures [Volume 17, Issue 2, 2015, Pages 115-126]
E
  • Earthquake Forecasting Application of Copula Theory to Develop Techniques for Earthquakes Forecasting [Volume 17, Issue 2, 2015, Pages 81-88]
  • Earthquake induced landslides Landslide Hazard Zonation in Qeshm Island [Volume 17, Issue 1, 2015, Pages 1-17]
  • Eccentrically braced frame Effect of Flange Width of Vertical Link Beam on Cyclic Behavior of Chevron Braced Steel Frames [Volume 17, Issue 4, 2015, Pages 281-292]
  • Eccentrically braced frames Experimental Investigation of a Combined System in Steel Braced Frames [Volume 17, Issue 3, 2015, Pages 181-191]
  • Elastic strength An Analytical Model for Steel Shear Wall Strengthened with CFRP Using Composite Theory [Volume 17, Issue 1, 2015, Pages 71-79]
  • Energy balancing Dynamic Analysis of Bilinear Oscillators Excited by Band-limited White Noise Excitation [Volume 17, Issue 3, 2015, Pages 213-222]
  • Excess Pore Water Pressure Three Dimensional Numerical Modelling of Stone Column to Mitigate Liquefaction Potential of Sands [Volume 17, Issue 2, 2015, Pages 127-140]
  • Experimental study Experimental Investigation of a Combined System in Steel Braced Frames [Volume 17, Issue 3, 2015, Pages 181-191]
F
  • Flange width Effect of Flange Width of Vertical Link Beam on Cyclic Behavior of Chevron Braced Steel Frames [Volume 17, Issue 4, 2015, Pages 281-292]
  • Flexural rigidity Idealized Bilinear Moment-Curvature Curves of Slender Rectangular RC Wall Sections [Volume 17, Issue 4, 2015, Pages 223-231]
  • Floor response spectra Floor Response Modification Factors for Nonstructural Components due to Near-Field Pulse-Like Earthquakes [Volume 17, Issue 4, 2015, Pages 249-263]
  • Fragility Curve Fragility Curve Development for Assessing Midrise Steel Building with Buckling Resistant Braced System Having Vertical Irregularity [Volume 17, Issue 4, 2015, Pages 293-304]
  • Frequency Calculation of Separation Distance between Adjacent Buildings: A Review on Codal Provisions [Volume 17, Issue 1, 2015, Pages 31-42]
  • Fuzzy Design and Implementation of Genetic-Fuzzy Controller for an Electric Seismic Shake Table [Volume 17, Issue 1, 2015, Pages 61-70]
G
  • Geotechnical uncertainty Reliability Analysis of Liquefaction Utilizing Monte Carlo Simulation Based on Simplified Stress Method [Volume 17, Issue 4, 2015, Pages 233-248]
  • Ground improvement Three Dimensional Numerical Modelling of Stone Column to Mitigate Liquefaction Potential of Sands [Volume 17, Issue 2, 2015, Pages 127-140]
  • Ground Motion Calculation of Separation Distance between Adjacent Buildings: A Review on Codal Provisions [Volume 17, Issue 1, 2015, Pages 31-42]
  • Ground Motion On the Essentiality of Techniques to Enlarge Integration Steps in Transient Analysis Against Digitized Excitations [Volume 17, Issue 1, 2015, Pages 43-60]
I
  • Incomplete side-wall contact The Relation Between Foundation Embedment and Peak Horizontal Input Acceleration: The Case of Strip Foundation with Partial Contact to Surrounding Medium [Volume 17, Issue 2, 2015, Pages 103-113]
  • Incremental Dynamic Analysis Fragility Curve Development for Assessing Midrise Steel Building with Buckling Resistant Braced System Having Vertical Irregularity [Volume 17, Issue 4, 2015, Pages 293-304]
K
  • Kinematic interaction The Relation Between Foundation Embedment and Peak Horizontal Input Acceleration: The Case of Strip Foundation with Partial Contact to Surrounding Medium [Volume 17, Issue 2, 2015, Pages 103-113]
  • Knee braced frames Experimental Investigation of a Combined System in Steel Braced Frames [Volume 17, Issue 3, 2015, Pages 181-191]
L
  • Landslide Hazard Zonation Landslide Hazard Zonation in Qeshm Island [Volume 17, Issue 1, 2015, Pages 1-17]
  • Limit state design Idealized Bilinear Moment-Curvature Curves of Slender Rectangular RC Wall Sections [Volume 17, Issue 4, 2015, Pages 223-231]
  • Liquefaction Three Dimensional Numerical Modelling of Stone Column to Mitigate Liquefaction Potential of Sands [Volume 17, Issue 2, 2015, Pages 127-140]
  • Liquefaction Reliability Analysis of Liquefaction Utilizing Monte Carlo Simulation Based on Simplified Stress Method [Volume 17, Issue 4, 2015, Pages 233-248]
  • Liquefaction resistance Relations between Liquefaction Resistance and Shear Wave Velocity as Affected by Aging of Sand Deposits [Volume 17, Issue 1, 2015, Pages 19-30]
M
  • Mashhad cable-stayed bridge Solution of Double Criterion Problem about Selecting Passive Control Device of Cable-Stayed Bridges [Volume 17, Issue 3, 2015, Pages 153-164]
  • Modification factor Floor Response Modification Factors for Nonstructural Components due to Near-Field Pulse-Like Earthquakes [Volume 17, Issue 4, 2015, Pages 249-263]
  • Monte Carlo Simulation Reliability Analysis of Liquefaction Utilizing Monte Carlo Simulation Based on Simplified Stress Method [Volume 17, Issue 4, 2015, Pages 233-248]
N
  • Near-field earthquake Floor Response Modification Factors for Nonstructural Components due to Near-Field Pulse-Like Earthquakes [Volume 17, Issue 4, 2015, Pages 249-263]
  • Non-classical Correction Factors Including Nonclassical Nature of Soil-Structure Interaction Spectral Analysis [Volume 17, Issue 3, 2015, Pages 193-201]
  • Nonlinear Analysis Nonlinear Soil-Structure Interaction Effects on Building Frames: A Discussion on the Seismic Codes [Volume 17, Issue 2, 2015, Pages 141-151]
  • Nonlinear dynamic analysis Effect of Brace Locations and Accidental Eccentricity on the Response of Asymmetric Structures [Volume 17, Issue 2, 2015, Pages 115-126]
  • Nonstructural component Floor Response Modification Factors for Nonstructural Components due to Near-Field Pulse-Like Earthquakes [Volume 17, Issue 4, 2015, Pages 249-263]
P
  • Passive Control Effect of Flange Width of Vertical Link Beam on Cyclic Behavior of Chevron Braced Steel Frames [Volume 17, Issue 4, 2015, Pages 281-292]
  • Passive seismic control Solution of Double Criterion Problem about Selecting Passive Control Device of Cable-Stayed Bridges [Volume 17, Issue 3, 2015, Pages 153-164]
  • Pattern recognition Application of Copula Theory to Develop Techniques for Earthquakes Forecasting [Volume 17, Issue 2, 2015, Pages 81-88]
  • Peak acceleration The Relation Between Foundation Embedment and Peak Horizontal Input Acceleration: The Case of Strip Foundation with Partial Contact to Surrounding Medium [Volume 17, Issue 2, 2015, Pages 103-113]
  • Persian Gulf zone Time-Dependent Seismic Assessment of Typical Highway Bridges Subjected to Corrosion in Persian Gulf Zone [Volume 17, Issue 4, 2015, Pages 265-280]
  • Pounding Calculation of Separation Distance between Adjacent Buildings: A Review on Codal Provisions [Volume 17, Issue 1, 2015, Pages 31-42]
  • Primary structure Floor Response Modification Factors for Nonstructural Components due to Near-Field Pulse-Like Earthquakes [Volume 17, Issue 4, 2015, Pages 249-263]
  • Probability of liquefaction Reliability Analysis of Liquefaction Utilizing Monte Carlo Simulation Based on Simplified Stress Method [Volume 17, Issue 4, 2015, Pages 233-248]
  • Pseudo-static analysis Effect of Brace Locations and Accidental Eccentricity on the Response of Asymmetric Structures [Volume 17, Issue 2, 2015, Pages 115-126]
Q
  • Qeshm Island Landslide Hazard Zonation in Qeshm Island [Volume 17, Issue 1, 2015, Pages 1-17]
R
  • RC highway bridge Time-Dependent Seismic Assessment of Typical Highway Bridges Subjected to Corrosion in Persian Gulf Zone [Volume 17, Issue 4, 2015, Pages 265-280]
  • RC walls Idealized Bilinear Moment-Curvature Curves of Slender Rectangular RC Wall Sections [Volume 17, Issue 4, 2015, Pages 223-231]
  • Reliability analysis Reliability Analysis of Liquefaction Utilizing Monte Carlo Simulation Based on Simplified Stress Method [Volume 17, Issue 4, 2015, Pages 233-248]
  • Response Dynamic Analysis of Bilinear Oscillators Excited by Band-limited White Noise Excitation [Volume 17, Issue 3, 2015, Pages 213-222]
S
  • Seismic code Nonlinear Soil-Structure Interaction Effects on Building Frames: A Discussion on the Seismic Codes [Volume 17, Issue 2, 2015, Pages 141-151]
  • Seismic Geotechnical hazard Urban Planning of Kermanshah City Based on the Seismic Geotechnical Hazards [Volume 17, Issue 3, 2015, Pages 203-211]
  • Seismic Microzonation Urban Planning of Kermanshah City Based on the Seismic Geotechnical Hazards [Volume 17, Issue 3, 2015, Pages 203-211]
  • Seismic Response Time-Dependent Seismic Assessment of Typical Highway Bridges Subjected to Corrosion in Persian Gulf Zone [Volume 17, Issue 4, 2015, Pages 265-280]
  • Seismic risk assessment Solution of Double Criterion Problem about Selecting Passive Control Device of Cable-Stayed Bridges [Volume 17, Issue 3, 2015, Pages 153-164]
  • Separation distance Calculation of Separation Distance between Adjacent Buildings: A Review on Codal Provisions [Volume 17, Issue 1, 2015, Pages 31-42]
  • Shake Table Design and Implementation of Genetic-Fuzzy Controller for an Electric Seismic Shake Table [Volume 17, Issue 1, 2015, Pages 61-70]
  • Shear wave velocity Relations between Liquefaction Resistance and Shear Wave Velocity as Affected by Aging of Sand Deposits [Volume 17, Issue 1, 2015, Pages 19-30]
  • Site Effects Seismic Response of 2D Triangular-Shaped Alluvial Valleys to Vertically Propagating Incident SV Waves [Volume 17, Issue 2, 2015, Pages 89-101]
  • Soil-Structure Interaction Nonlinear Soil-Structure Interaction Effects on Building Frames: A Discussion on the Seismic Codes [Volume 17, Issue 2, 2015, Pages 141-151]
  • Soil-Structure Interaction Correction Factors Including Nonclassical Nature of Soil-Structure Interaction Spectral Analysis [Volume 17, Issue 3, 2015, Pages 193-201]
  • Spectral Correction Factors Including Nonclassical Nature of Soil-Structure Interaction Spectral Analysis [Volume 17, Issue 3, 2015, Pages 193-201]
  • Spectral finite element Seismic Response of 2D Triangular-Shaped Alluvial Valleys to Vertically Propagating Incident SV Waves [Volume 17, Issue 2, 2015, Pages 89-101]
  • Step size On the Essentiality of Techniques to Enlarge Integration Steps in Transient Analysis Against Digitized Excitations [Volume 17, Issue 1, 2015, Pages 43-60]
  • Stone column Three Dimensional Numerical Modelling of Stone Column to Mitigate Liquefaction Potential of Sands [Volume 17, Issue 2, 2015, Pages 127-140]
  • Strip embedded foundation The Relation Between Foundation Embedment and Peak Horizontal Input Acceleration: The Case of Strip Foundation with Partial Contact to Surrounding Medium [Volume 17, Issue 2, 2015, Pages 103-113]
T
  • Time-dependent nonlinear analyses Time-Dependent Seismic Assessment of Typical Highway Bridges Subjected to Corrosion in Persian Gulf Zone [Volume 17, Issue 4, 2015, Pages 265-280]
  • Time integration On the Essentiality of Techniques to Enlarge Integration Steps in Transient Analysis Against Digitized Excitations [Volume 17, Issue 1, 2015, Pages 43-60]
  • Topography effect Seismic Response of 2D Triangular-Shaped Alluvial Valleys to Vertically Propagating Incident SV Waves [Volume 17, Issue 2, 2015, Pages 89-101]
  • Tracking error Design and Implementation of Genetic-Fuzzy Controller for an Electric Seismic Shake Table [Volume 17, Issue 1, 2015, Pages 61-70]
  • Triangular alluvial valleys Seismic Response of 2D Triangular-Shaped Alluvial Valleys to Vertically Propagating Incident SV Waves [Volume 17, Issue 2, 2015, Pages 89-101]
U
  • Uniform Hazard Spectra Urban Planning of Kermanshah City Based on the Seismic Geotechnical Hazards [Volume 17, Issue 3, 2015, Pages 203-211]
  • Urban Planning Urban Planning of Kermanshah City Based on the Seismic Geotechnical Hazards [Volume 17, Issue 3, 2015, Pages 203-211]
V
  • Vertical irregularity Fragility Curve Development for Assessing Midrise Steel Building with Buckling Resistant Braced System Having Vertical Irregularity [Volume 17, Issue 4, 2015, Pages 293-304]
  • Vertical link beam Effect of Flange Width of Vertical Link Beam on Cyclic Behavior of Chevron Braced Steel Frames [Volume 17, Issue 4, 2015, Pages 281-292]
  • Virtual work An Analytical Model for Steel Shear Wall Strengthened with CFRP Using Composite Theory [Volume 17, Issue 1, 2015, Pages 71-79]