Ahar-Varzeghan earthquakeA Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
Airborne GeophysicsDetermination of Seismic Lineaments by EGM2008 Data and Gravitational Facies in North of Qazvin, Iran [Volume 16, Issue 3, 2014, Pages 147-156]
Amplification factorsAmplification 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 velocityInelastic 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 StandardAssessment 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 motionsInelastic 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 relationshipNear-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 failureAxial Load Collapse of Reinforced Concrete Columns with Light Transverse Reinforcement [Volume 16, Issue 3, 2014, Pages 185-197]
B
Boundary element methodStudy 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 statusmonitoringRemote 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 inventoryA Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
Buried PipelineNumerical Evaluation of the Strike-Slip Fault Effects on the Steel Buried Pipelines [Volume 16, Issue 4, 2014, Pages 219-230]
C
CollapseVector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
Concave slopesSeismic Three-Dimensional Stability of Concave Slopes by Lower Bound Limit Analysis [Volume 16, Issue 1, 2014, Pages 39-50]
Concrete columnAxial Load Collapse of Reinforced Concrete Columns with Light Transverse Reinforcement [Volume 16, Issue 3, 2014, Pages 185-197]
Confinedmasonry wallAnalytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
Convective modeShake 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 testAxial Load Collapse of Reinforced Concrete Columns with Light Transverse Reinforcement [Volume 16, Issue 3, 2014, Pages 185-197]
D
Damaged Modified Hinges MethodPerformance 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 IndexEstimation 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]
DampingShake 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 groupComparing the Performance of Vertical and Diagonal Piles Group at the Normal Fault Rupture [Volume 16, Issue 2, 2014, Pages 103-110]
Dual synchronous receiverRemote 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 behaviourA 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 excitationA PML Solution for Vibration of Infinite Beams on Elastic Supports under Seismic Loads [Volume 16, Issue 1, 2014, Pages 1-11]
Earthquake induced damagesRemote 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 riskA Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
Effective periodEffectiveness of Proposed Relationship for Increasing of Bending Stiffness of Circular Micropile Group in Sandy Soil [Volume 16, Issue 3, 2014, Pages 157-167]
Enclosing boundaryStudy 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 AnalysisEvaluation of Endurance Time Analysis in Optimization of Viscous Damper Placement for Seismic Design [Volume 16, Issue 1, 2014, Pages 25-37]
Endurance time methodApplication of Endurance Time Method in Seismic Assessment of Steel Frames with Friction Damper Devices [Volume 16, Issue 2, 2014, Pages 139-146]
Energy DissipationApplication of Endurance Time Method in Seismic Assessment of Steel Frames with Friction Damper Devices [Volume 16, Issue 2, 2014, Pages 139-146]
Envelope functionNear-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-fieldInelastic 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 movementNumerical Evaluation of the Strike-Slip Fault Effects on the Steel Buried Pipelines [Volume 16, Issue 4, 2014, Pages 219-230]
Force reduction factorAssessment 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 directivityInelastic 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 CurveA 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 deviceApplication of Endurance Time Method in Seismic Assessment of Steel Frames with Friction Damper Devices [Volume 16, Issue 2, 2014, Pages 139-146]
G
Gravity faciesDetermination of Seismic Lineaments by EGM2008 Data and Gravitational Facies in North of Qazvin, Iran [Volume 16, Issue 3, 2014, Pages 147-156]
H
Hidden lineamentsDetermination of Seismic Lineaments by EGM2008 Data and Gravitational Facies in North of Qazvin, Iran [Volume 16, Issue 3, 2014, Pages 147-156]
Hysteresis cycleApplication of Endurance Time Method in Seismic Assessment of Steel Frames with Friction Damper Devices [Volume 16, Issue 2, 2014, Pages 139-146]
I
IDAVector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
ImpulsivemodeShake 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 AnalysisEvaluation of Endurance Time Analysis in Optimization of Viscous Damper Placement for Seismic Design [Volume 16, Issue 1, 2014, Pages 25-37]
Infill panelModification 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 supportsA PML Solution for Vibration of Infinite Beams on Elastic Supports under Seismic Loads [Volume 16, Issue 1, 2014, Pages 1-11]
InfinitemediaStudy 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 measureVector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
L
Limit AnalysisSeismic Three-Dimensional Stability of Concave Slopes by Lower Bound Limit Analysis [Volume 16, Issue 1, 2014, Pages 39-50]
Linear static procedureAssessment 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 bridgeInelastic 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-boundSeismic Three-Dimensional Stability of Concave Slopes by Lower Bound Limit Analysis [Volume 16, Issue 1, 2014, Pages 39-50]
M
Mainshock-aftershock sequencesPerformance Evaluation of the Damaged Steel Moment Frames under Mainshock-Aftershock Sequences Considering Plastic Hinge Modification Factors [Volume 16, Issue 4, 2014, Pages 261-270]
MasonryModification 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 shotcreteAnalytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
MicromodellingAnalytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
Modification factorModification 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-fieldInelastic 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 procedureAssessment 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 responseNumerical Evaluation of the Strike-Slip Fault Effects on the Steel Buried Pipelines [Volume 16, Issue 4, 2014, Pages 219-230]
Normal faultComparing the Performance of Vertical and Diagonal Piles Group at the Normal Fault Rupture [Volume 16, Issue 2, 2014, Pages 103-110]
North Qazvin faultDetermination 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 layersA PML Solution for Vibration of Infinite Beams on Elastic Supports under Seismic Loads [Volume 16, Issue 1, 2014, Pages 1-11]
Performance-based designVector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
Phase difference detection techniqueRemote 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 ratioStudy 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-fiberAnalytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
ProbabilisticVector-valued Probabilistic Seismic Demand Assessment of Structures under Two-Component Ground Motions [Volume 16, Issue 4, 2014, Pages 247-260]
Push-over AnalysisSeismic Performance of Reinforced Concrete Frame Buildings Designed by Iranian Seismic Code [Volume 16, Issue 3, 2014, Pages 209-217]
R
Rehabilitation of foundationsAssessment 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 FrameSeismic Performance of Reinforced Concrete Frame Buildings Designed by Iranian Seismic Code [Volume 16, Issue 3, 2014, Pages 209-217]
Repeated methodPerformance 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 AssessmentA Platform for Earthquake Risk Assessment in Iran Case Studies: Tehran Scenarios and Ahar-Varzeghan Earthquake [Volume 16, Issue 1, 2014, Pages 51-69]
Rocking stiffnessEffectiveness of Proposed Relationship for Increasing of Bending Stiffness of Circular Micropile Group in Sandy Soil [Volume 16, Issue 3, 2014, Pages 157-167]
Roof displacementApplication 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 foundationEffectiveness 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 parameterEstimation 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 DesignAssessment 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 loadingAxial Load Collapse of Reinforced Concrete Columns with Light Transverse Reinforcement [Volume 16, Issue 3, 2014, Pages 185-197]
Seismic PerformanceSeismic Performance of Reinforced Concrete Frame Buildings Designed by Iranian Seismic Code [Volume 16, Issue 3, 2014, Pages 209-217]
Seismic rehabilitationModification Factor of Masonry Infills, Required in Seismic Rehabilitation; A Preliminary Study Based on Experimental Results [Volume 16, Issue 3, 2014, Pages 199-207]
Seismic RetrofittingAnalytical and Experimental Seismic Evaluation of Confined Masonry Walls Retrofitted by Steel-Fiber and Polypropylene Shotcrete [Volume 16, Issue 4, 2014, Pages 271-280]
Seismic stimulationShake 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 approachNear-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 groundmotionNear-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 interactionComparing the Performance of Vertical and Diagonal Piles Group at the Normal Fault Rupture [Volume 16, Issue 2, 2014, Pages 103-110]
Spearman correlation coefficientEstimation 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-fiberAnalytical 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 frameEvaluation of Endurance Time Analysis in Optimization of Viscous Damper Placement for Seismic Design [Volume 16, Issue 1, 2014, Pages 25-37]
Steel tanksShake 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-slipNumerical Evaluation of the Strike-Slip Fault Effects on the Steel Buried Pipelines [Volume 16, Issue 4, 2014, Pages 219-230]
Structural health monitoringRemote 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 mechanismPerformance 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 modulusEffectiveness 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 ruptureComparing the Performance of Vertical and Diagonal Piles Group at the Normal Fault Rupture [Volume 16, Issue 2, 2014, Pages 103-110]
SyriaAmplification 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 stabilitySeismic Three-Dimensional Stability of Concave Slopes by Lower Bound Limit Analysis [Volume 16, Issue 1, 2014, Pages 39-50]
Time-averaged shear velocityAmplification 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 AnalysisSeismic Performance of Reinforced Concrete Frame Buildings Designed by Iranian Seismic Code [Volume 16, Issue 3, 2014, Pages 209-217]
Topographic slopeAmplification 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 cavityStudy on Numerical Analysis of Cavity Subjected to Inner Step Uniform Pressure Modeled by Boundary Element Method [Volume 16, Issue 2, 2014, Pages 93-101]
UpliftEffectiveness of Proposed Relationship for Increasing of Bending Stiffness of Circular Micropile Group in Sandy Soil [Volume 16, Issue 3, 2014, Pages 157-167]
Viscous damperEvaluation of Endurance Time Analysis in Optimization of Viscous Damper Placement for Seismic Design [Volume 16, Issue 1, 2014, Pages 25-37]
VulnerabilityA 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 effectInelastic Response of a Long Span Bridge under Asynchronous Near-Field Pulse-Like and Far-Field Excitations [Volume 16, Issue 2, 2014, Pages 111-128]