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]
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