Keyword Index

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]