A
-
Ahar-Varzeghan earthquake
A Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
-
Airborne Geophysics
Determination of Seismic Lineaments by EGM2008 Data and Gravitational Facies in North of Qazvin, Iran [Volume 16, Issue 3, 2014, Pages 147-156]
-
Amplification factors
Amplification Maps for Syrian Territory with Respect to Ground Motion Levels and Based on Slope Angle-Velocity Model [Volume 16, Issue 4, 2014, Pages 231-245]
-
Apparent wave velocity
Inelastic Response of a Long Span Bridge under Asynchronous Near-Field Pulse-Like and Far-Field Excitations [Volume 16, Issue 2, 2014, Pages 111-128]
-
ASCE/SEI 41-06 Standard
Assessment of the Safety Margin in the Seismic Design of Foundations Based on ASCE/SEI 41-06 Standard [Volume 16, Issue 1, 2014, Pages 13-24]
-
Asynchronous motions
Inelastic Response of a Long Span Bridge under Asynchronous Near-Field Pulse-Like and Far-Field Excitations [Volume 16, Issue 2, 2014, Pages 111-128]
-
Attenuation relationship
Near-field Simulation of Ground Motions of 16 April 2013 Iran-Pakistan Border Earthquake Using Semi-Empirical Approach [Volume 16, Issue 2, 2014, Pages 81-91]
-
Axial failure
Axial Load Collapse of Reinforced Concrete Columns with Light Transverse Reinforcement [Volume 16, Issue 3, 2014, Pages 185-197]
B
-
Boundary element method
Study on Numerical Analysis of Cavity Subjected to Inner Step Uniform Pressure Modeled by Boundary Element Method [Volume 16, Issue 2, 2014, Pages 93-101]
-
Bridge pier statusmonitoring
Remote Detection of Earthquake Induced Damage on Bridge Piers UsingWSN Based on Dual Receiver and Phase Difference Measurement Technique [Volume 16, Issue 4, 2014, Pages 281-288]
-
Building inventory
A Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
-
Buried Pipeline
Numerical Evaluation of the Strike-Slip Fault Effects on the Steel Buried Pipelines [Volume 16, Issue 4, 2014, Pages 219-230]
C
-
Collapse
Vector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
-
Concave slopes
Seismic Three-Dimensional Stability of Concave Slopes by Lower Bound Limit Analysis [Volume 16, Issue 1, 2014, Pages 39-50]
-
Concrete column
Axial Load Collapse of Reinforced Concrete Columns with Light Transverse Reinforcement [Volume 16, Issue 3, 2014, Pages 185-197]
-
Confinedmasonry wall
Analytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
-
Convective mode
Shake Table Study of Impulsive and Convective Damping Coefficients for Steel Cylindrical Tanks and Comparison with API 650 [Volume 16, Issue 2, 2014, Pages 129-137]
-
Cyclic load test
Axial Load Collapse of Reinforced Concrete Columns with Light Transverse Reinforcement [Volume 16, Issue 3, 2014, Pages 185-197]
D
-
Damaged Modified Hinges Method
Performance Evaluation of the Damaged Steel Moment Frames under Mainshock-Aftershock Sequences Considering Plastic Hinge Modification Factors [Volume 16, Issue 4, 2014, Pages 261-270]
-
Damage Index
Estimation of Interdependencies between Seismic Parameters and Damage Indices Including the MFDR Model and the Modified Park-Ang Model [Volume 16, Issue 1, 2014, Pages 71-79]
-
Damping
Shake Table Study of Impulsive and Convective Damping Coefficients for Steel Cylindrical Tanks and Comparison with API 650 [Volume 16, Issue 2, 2014, Pages 129-137]
-
Diagonal and vertical piles group
Comparing the Performance of Vertical and Diagonal Piles Group at the Normal Fault Rupture [Volume 16, Issue 2, 2014, Pages 103-110]
-
Dual synchronous receiver
Remote Detection of Earthquake Induced Damage on Bridge Piers UsingWSN Based on Dual Receiver and Phase Difference Measurement Technique [Volume 16, Issue 4, 2014, Pages 281-288]
-
Dynamic behaviour
A Study of the Seismic Response of Asphaltic Concrete Used as a Core in Rockfill Dams [Volume 16, Issue 3, 2014, Pages 169-184]
E
-
Earthquake excitation
A PML Solution for Vibration of Infinite Beams on Elastic Supports under Seismic Loads [Volume 16, Issue 1, 2014, Pages 1-11]
-
Earthquake induced damages
Remote Detection of Earthquake Induced Damage on Bridge Piers UsingWSN Based on Dual Receiver and Phase Difference Measurement Technique [Volume 16, Issue 4, 2014, Pages 281-288]
-
Earthquake risk
A Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
-
Effective period
Effectiveness of Proposed Relationship for Increasing of Bending Stiffness of Circular Micropile Group in Sandy Soil [Volume 16, Issue 3, 2014, Pages 157-167]
-
Enclosing boundary
Study on Numerical Analysis of Cavity Subjected to Inner Step Uniform Pressure Modeled by Boundary Element Method [Volume 16, Issue 2, 2014, Pages 93-101]
-
Endurance Time Analysis
Evaluation of Endurance Time Analysis in Optimization of Viscous Damper Placement for Seismic Design [Volume 16, Issue 1, 2014, Pages 25-37]
-
Endurance time method
Application of Endurance Time Method in Seismic Assessment of Steel Frames with Friction Damper Devices [Volume 16, Issue 2, 2014, Pages 139-146]
-
Energy Dissipation
Application of Endurance Time Method in Seismic Assessment of Steel Frames with Friction Damper Devices [Volume 16, Issue 2, 2014, Pages 139-146]
-
Envelope function
Near-field Simulation of Ground Motions of 16 April 2013 Iran-Pakistan Border Earthquake Using Semi-Empirical Approach [Volume 16, Issue 2, 2014, Pages 81-91]
F
-
Far-field
Inelastic Response of a Long Span Bridge under Asynchronous Near-Field Pulse-Like and Far-Field Excitations [Volume 16, Issue 2, 2014, Pages 111-128]
-
Fault movement
Numerical Evaluation of the Strike-Slip Fault Effects on the Steel Buried Pipelines [Volume 16, Issue 4, 2014, Pages 219-230]
-
Force reduction factor
Assessment of the Safety Margin in the Seismic Design of Foundations Based on ASCE/SEI 41-06 Standard [Volume 16, Issue 1, 2014, Pages 13-24]
-
Forward directivity
Inelastic Response of a Long Span Bridge under Asynchronous Near-Field Pulse-Like and Far-Field Excitations [Volume 16, Issue 2, 2014, Pages 111-128]
-
Fragility Curve
A Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
-
Friction damper device
Application of Endurance Time Method in Seismic Assessment of Steel Frames with Friction Damper Devices [Volume 16, Issue 2, 2014, Pages 139-146]
G
-
Gravity facies
Determination of Seismic Lineaments by EGM2008 Data and Gravitational Facies in North of Qazvin, Iran [Volume 16, Issue 3, 2014, Pages 147-156]
H
-
Hidden lineaments
Determination of Seismic Lineaments by EGM2008 Data and Gravitational Facies in North of Qazvin, Iran [Volume 16, Issue 3, 2014, Pages 147-156]
-
Hysteresis cycle
Application of Endurance Time Method in Seismic Assessment of Steel Frames with Friction Damper Devices [Volume 16, Issue 2, 2014, Pages 139-146]
I
-
IDA
Vector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
-
Impulsivemode
Shake Table Study of Impulsive and Convective Damping Coefficients for Steel Cylindrical Tanks and Comparison with API 650 [Volume 16, Issue 2, 2014, Pages 129-137]
-
Incremental Dynamic Analysis
Evaluation of Endurance Time Analysis in Optimization of Viscous Damper Placement for Seismic Design [Volume 16, Issue 1, 2014, Pages 25-37]
-
Infill panel
Modification Factor of Masonry Infills, Required in Seismic Rehabilitation; A Preliminary Study Based on Experimental Results [Volume 16, Issue 3, 2014, Pages 199-207]
-
Infinite beams on elastic supports
A PML Solution for Vibration of Infinite Beams on Elastic Supports under Seismic Loads [Volume 16, Issue 1, 2014, Pages 1-11]
-
Infinitemedia
Study on Numerical Analysis of Cavity Subjected to Inner Step Uniform Pressure Modeled by Boundary Element Method [Volume 16, Issue 2, 2014, Pages 93-101]
-
Intensity measure
Vector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
L
-
Limit Analysis
Seismic Three-Dimensional Stability of Concave Slopes by Lower Bound Limit Analysis [Volume 16, Issue 1, 2014, Pages 39-50]
-
Linear static procedure
Assessment of the Safety Margin in the Seismic Design of Foundations Based on ASCE/SEI 41-06 Standard [Volume 16, Issue 1, 2014, Pages 13-24]
-
Long span bridge
Inelastic Response of a Long Span Bridge under Asynchronous Near-Field Pulse-Like and Far-Field Excitations [Volume 16, Issue 2, 2014, Pages 111-128]
-
Lower-bound
Seismic Three-Dimensional Stability of Concave Slopes by Lower Bound Limit Analysis [Volume 16, Issue 1, 2014, Pages 39-50]
M
-
Mainshock-aftershock sequences
Performance Evaluation of the Damaged Steel Moment Frames under Mainshock-Aftershock Sequences Considering Plastic Hinge Modification Factors [Volume 16, Issue 4, 2014, Pages 261-270]
-
Masonry
Modification Factor of Masonry Infills, Required in Seismic Rehabilitation; A Preliminary Study Based on Experimental Results [Volume 16, Issue 3, 2014, Pages 199-207]
-
Mesh-reinforced shotcrete
Analytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
-
Micromodelling
Analytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
-
Modification factor
Modification Factor of Masonry Infills, Required in Seismic Rehabilitation; A Preliminary Study Based on Experimental Results [Volume 16, Issue 3, 2014, Pages 199-207]
N
-
Near-field
Inelastic Response of a Long Span Bridge under Asynchronous Near-Field Pulse-Like and Far-Field Excitations [Volume 16, Issue 2, 2014, Pages 111-128]
-
Nonlinear dynamic analysis, Asphaltic concrete core dam, Newark pproach, Equivalent linear analysis
A Study of the Seismic Response of Asphaltic Concrete Used as a Core in Rockfill Dams [Volume 16, Issue 3, 2014, Pages 169-184]
-
Nonlinear dynamic procedure
Assessment of the Safety Margin in the Seismic Design of Foundations Based on ASCE/SEI 41-06 Standard [Volume 16, Issue 1, 2014, Pages 13-24]
-
Non-linear response
Numerical Evaluation of the Strike-Slip Fault Effects on the Steel Buried Pipelines [Volume 16, Issue 4, 2014, Pages 219-230]
-
Normal fault
Comparing the Performance of Vertical and Diagonal Piles Group at the Normal Fault Rupture [Volume 16, Issue 2, 2014, Pages 103-110]
-
North Qazvin fault
Determination of Seismic Lineaments by EGM2008 Data and Gravitational Facies in North of Qazvin, Iran [Volume 16, Issue 3, 2014, Pages 147-156]
P
-
Perfectly matched layers
A PML Solution for Vibration of Infinite Beams on Elastic Supports under Seismic Loads [Volume 16, Issue 1, 2014, Pages 1-11]
-
Performance-based design
Vector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
-
Phase difference detection technique
Remote Detection of Earthquake Induced Damage on Bridge Piers UsingWSN Based on Dual Receiver and Phase Difference Measurement Technique [Volume 16, Issue 4, 2014, Pages 281-288]
-
Poisson's ratio
Study on Numerical Analysis of Cavity Subjected to Inner Step Uniform Pressure Modeled by Boundary Element Method [Volume 16, Issue 2, 2014, Pages 93-101]
-
Polypropylene-fiber
Analytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
-
Probabilistic
Vector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
-
Push-over Analysis
Seismic Performance of Reinforced Concrete Frame Buildings Designed by Iranian Seismic Code [Volume 16, Issue 3, 2014, Pages 209-217]
R
-
Rehabilitation of foundations
Assessment of the Safety Margin in the Seismic Design of Foundations Based on ASCE/SEI 41-06 Standard [Volume 16, Issue 1, 2014, Pages 13-24]
-
Reinforced Concrete Frame
Seismic Performance of Reinforced Concrete Frame Buildings Designed by Iranian Seismic Code [Volume 16, Issue 3, 2014, Pages 209-217]
-
Repeated method
Performance Evaluation of the Damaged Steel Moment Frames under Mainshock-Aftershock Sequences Considering Plastic Hinge Modification Factors [Volume 16, Issue 4, 2014, Pages 261-270]
-
Risk Assessment
A Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
-
Rocking stiffness
Effectiveness of Proposed Relationship for Increasing of Bending Stiffness of Circular Micropile Group in Sandy Soil [Volume 16, Issue 3, 2014, Pages 157-167]
-
Roof displacement
Application of Endurance Time Method in Seismic Assessment of Steel Frames with Friction Damper Devices [Volume 16, Issue 2, 2014, Pages 139-146]
-
Rotational angle of micropile foundation
Effectiveness of Proposed Relationship for Increasing of Bending Stiffness of Circular Micropile Group in Sandy Soil [Volume 16, Issue 3, 2014, Pages 157-167]
S
-
Seismic acceleration parameter
Estimation of Interdependencies between Seismic Parameters and Damage Indices Including the MFDR Model and the Modified Park-Ang Model [Volume 16, Issue 1, 2014, Pages 71-79]
-
Seismic Design
Assessment of the Safety Margin in the Seismic Design of Foundations Based on ASCE/SEI 41-06 Standard [Volume 16, Issue 1, 2014, Pages 13-24]
-
Seismic loading
Axial Load Collapse of Reinforced Concrete Columns with Light Transverse Reinforcement [Volume 16, Issue 3, 2014, Pages 185-197]
-
Seismic Performance
Seismic Performance of Reinforced Concrete Frame Buildings Designed by Iranian Seismic Code [Volume 16, Issue 3, 2014, Pages 209-217]
-
Seismic rehabilitation
Modification Factor of Masonry Infills, Required in Seismic Rehabilitation; A Preliminary Study Based on Experimental Results [Volume 16, Issue 3, 2014, Pages 199-207]
-
Seismic Retrofitting
Analytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
-
Seismic stimulation
Shake Table Study of Impulsive and Convective Damping Coefficients for Steel Cylindrical Tanks and Comparison with API 650 [Volume 16, Issue 2, 2014, Pages 129-137]
-
Semi-empirical approach
Near-field Simulation of Ground Motions of 16 April 2013 Iran-Pakistan Border Earthquake Using Semi-Empirical Approach [Volume 16, Issue 2, 2014, Pages 81-91]
-
Simulated groundmotion
Near-field Simulation of Ground Motions of 16 April 2013 Iran-Pakistan Border Earthquake Using Semi-Empirical Approach [Volume 16, Issue 2, 2014, Pages 81-91]
-
Soil-pile interaction
Comparing the Performance of Vertical and Diagonal Piles Group at the Normal Fault Rupture [Volume 16, Issue 2, 2014, Pages 103-110]
-
Spearman correlation coefficient
Estimation of Interdependencies between Seismic Parameters and Damage Indices Including the MFDR Model and the Modified Park-Ang Model [Volume 16, Issue 1, 2014, Pages 71-79]
-
Steel-fiber
Analytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
-
Steel moment-resisting frame
Evaluation of Endurance Time Analysis in Optimization of Viscous Damper Placement for Seismic Design [Volume 16, Issue 1, 2014, Pages 25-37]
-
Steel tanks
Shake Table Study of Impulsive and Convective Damping Coefficients for Steel Cylindrical Tanks and Comparison with API 650 [Volume 16, Issue 2, 2014, Pages 129-137]
-
Strike-slip
Numerical Evaluation of the Strike-Slip Fault Effects on the Steel Buried Pipelines [Volume 16, Issue 4, 2014, Pages 219-230]
-
Structural health monitoring
Remote Detection of Earthquake Induced Damage on Bridge Piers UsingWSN Based on Dual Receiver and Phase Difference Measurement Technique [Volume 16, Issue 4, 2014, Pages 281-288]
-
Structural mechanism
Performance Evaluation of the Damaged Steel Moment Frames under Mainshock-Aftershock Sequences Considering Plastic Hinge Modification Factors [Volume 16, Issue 4, 2014, Pages 261-270]
-
Subgrade reaction modulus
Effectiveness of Proposed Relationship for Increasing of Bending Stiffness of Circular Micropile Group in Sandy Soil [Volume 16, Issue 3, 2014, Pages 157-167]
-
Surface fault rupture
Comparing the Performance of Vertical and Diagonal Piles Group at the Normal Fault Rupture [Volume 16, Issue 2, 2014, Pages 103-110]
-
Syria
Amplification Maps for Syrian Territory with Respect to Ground Motion Levels and Based on Slope Angle-Velocity Model [Volume 16, Issue 4, 2014, Pages 231-245]
T
-
Three-dimensional slope stability
Seismic Three-Dimensional Stability of Concave Slopes by Lower Bound Limit Analysis [Volume 16, Issue 1, 2014, Pages 39-50]
-
Time-averaged shear velocity
Amplification Maps for Syrian Territory with Respect to Ground Motion Levels and Based on Slope Angle-Velocity Model [Volume 16, Issue 4, 2014, Pages 231-245]
-
Time-History Analysis
Seismic Performance of Reinforced Concrete Frame Buildings Designed by Iranian Seismic Code [Volume 16, Issue 3, 2014, Pages 209-217]
-
Topographic slope
Amplification Maps for Syrian Territory with Respect to Ground Motion Levels and Based on Slope Angle-Velocity Model [Volume 16, Issue 4, 2014, Pages 231-245]
U
-
Underground cavity
Study on Numerical Analysis of Cavity Subjected to Inner Step Uniform Pressure Modeled by Boundary Element Method [Volume 16, Issue 2, 2014, Pages 93-101]
-
Uplift
Effectiveness of Proposed Relationship for Increasing of Bending Stiffness of Circular Micropile Group in Sandy Soil [Volume 16, Issue 3, 2014, Pages 157-167]
V
-
Vector-valued seismic demand assessment
Vector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
-
Viscous damper
Evaluation of Endurance Time Analysis in Optimization of Viscous Damper Placement for Seismic Design [Volume 16, Issue 1, 2014, Pages 25-37]
-
Vulnerability
A Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
W
-
Wave passage effect
Inelastic Response of a Long Span Bridge under Asynchronous Near-Field Pulse-Like and Far-Field Excitations [Volume 16, Issue 2, 2014, Pages 111-128]
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