Double Side Fillet WeldExperimental Investigation of Welded Beam to Column Moment Connection in Existing Structures [Volume 2, Issue 2, 2008, Pages 3-15]
Double Vertical LinkIntroduction and Study of Seismic Behavior of Eccentrically Braced Frames With Double Vertical Links (DV-EBFs) [Volume 2, Issue 3, 2008, Pages 74-84]
DuctilitySeismic Behavior, Analysis and Design of Characterization of New Ductile Concentrically Braced Frame (D-CBF) [Volume 2, Issue 2, 2008, Pages 59-70]
DuctilityExperimental Investigation of Force Modification Factor and Energy Absorption of Ductile Steel Plate Shear Walls with Stiffeners and without Stiffener [Volume 2, Issue 3, 2008, Pages 13-25]
DuctilityExperimental Study of Concrete Filled Steel Tube Columns Ductility (CFST) [Volume 2, Issue 3, 2008, Pages 3-12]
DuctilityDesigning & Construction of Viscous Dampers with the Capability of Adjusting Damping and Determine Mechanical Characteristics of Them with Experiments [Volume 2, Issue 3, 2008, Pages 49-61]
DuctilityIntroduction and Study of Seismic Behavior of Eccentrically Braced Frames With Double Vertical Links (DV-EBFs) [Volume 2, Issue 3, 2008, Pages 74-84]
Ductility-DemandNonlinear Dynamic Behavior of Eccentric Braced Steel Frames Under the Near-Fault Earthquakes [Volume 2, Issue 2, 2008, Pages 45-58]
Dynamic analysisDetermination of Impact Factor for Steel Railway Bridges Considering Simultaneous Effects of Vehicle Speed and Ratio of Axle Distance to Span Length [Volume 2, Issue 4, 2008, Pages 55-69]
E
Eccentrically braced frameIntroduction and Study of Seismic Behavior of Eccentrically Braced Frames With Double Vertical Links (DV-EBFs) [Volume 2, Issue 3, 2008, Pages 74-84]
ElectrodeExperimental Investigation of Welded Beam to Column Moment Connection in Existing Structures [Volume 2, Issue 2, 2008, Pages 3-15]
Elephant Foot BucklingEvaluation of Seismic Failure Modes and Strengthening Methods of Unanchored Cylindrical Steel Liquid Tanks in an Oil Complex [Volume 2, Issue 3, 2008, Pages 25-34]
Elevated water tanksResponse Modification Factor of Shaft Supported Concrete Elevated Water Tanks [Volume 2, Issue 3, 2008, Pages 35-47]
Energy dissipationAnalytical Study of Seismic Behavior of Knee-Braced Frames [Volume 2, Issue 2, 2008, Pages 87-94]
ExperimentsDesigning & Construction of Viscous Dampers with the Capability of Adjusting Damping and Determine Mechanical Characteristics of Them with Experiments [Volume 2, Issue 3, 2008, Pages 49-61]
F
Force Modification FactorExperimental Investigation of Force Modification Factor and Energy Absorption of Ductile Steel Plate Shear Walls with Stiffeners and without Stiffener [Volume 2, Issue 3, 2008, Pages 13-25]
Impact factorDetermination of Impact Factor for Steel Railway Bridges Considering Simultaneous Effects of Vehicle Speed and Ratio of Axle Distance to Span Length [Volume 2, Issue 4, 2008, Pages 55-69]
Inelastic analysisAnalytical Study of Seismic Behavior of Knee-Braced Frames [Volume 2, Issue 2, 2008, Pages 87-94]
Initial Out-of-Straightness ImperfectionEffect of Initial Out-of-Straightness Imperfection on Second-Order Elastic Behavior of Planar Frames [Volume 2, Issue 4, 2008, Pages 3-16]
K
Knee-braced framesAnalytical Study of Seismic Behavior of Knee-Braced Frames [Volume 2, Issue 2, 2008, Pages 87-94]
M
Moving LoadsDetermination of Impact Factor for Steel Railway Bridges Considering Simultaneous Effects of Vehicle Speed and Ratio of Axle Distance to Span Length [Volume 2, Issue 4, 2008, Pages 55-69]
N
Near-fault earthquakeNonlinear Dynamic Behavior of Eccentric Braced Steel Frames Under the Near-Fault Earthquakes [Volume 2, Issue 2, 2008, Pages 45-58]
Nonlinear analysisEffect of Initial Out-of-Straightness Imperfection on Second-Order Elastic Behavior of Planar Frames [Volume 2, Issue 4, 2008, Pages 3-16]
Nonlinear analysisSingle-Run Modal Nonlinear Static Procedure for Seismic Assessment of Steel Moment Frames [Volume 2, Issue 4, 2008, Pages 47-54]
Nonlinear behaviorDesigning & Construction of Viscous Dampers with the Capability of Adjusting Damping and Determine Mechanical Characteristics of Them with Experiments [Volume 2, Issue 3, 2008, Pages 49-61]
Nonlinear CoefficientsDesigning & Construction of Viscous Dampers with the Capability of Adjusting Damping and Determine Mechanical Characteristics of Them with Experiments [Volume 2, Issue 3, 2008, Pages 49-61]
Nonlinear dynamic analysisInvestigation of Reduction Factor of Steel Moment Frames Braced by 3D Panel [Volume 2, Issue 2, 2008, Pages 28-44]
Nonlinear time history analysisResponse Modification Factor of Shaft Supported Concrete Elevated Water Tanks [Volume 2, Issue 3, 2008, Pages 35-47]
O
One Side Fillet WeldExperimental Investigation of Welded Beam to Column Moment Connection in Existing Structures [Volume 2, Issue 2, 2008, Pages 3-15]
Over StrengthExperimental Investigation of Force Modification Factor and Energy Absorption of Ductile Steel Plate Shear Walls with Stiffeners and without Stiffener [Volume 2, Issue 3, 2008, Pages 13-25]
P
Performance Level of Collapse PreventionQuantities Derivation of Thresholds of Different Seismic Performance Levels for Satchel Frames Using Pushover Analysis [Volume 2, Issue 2, 2008, Pages 71-86]
Performance Level of Life SafetyQuantities Derivation of Thresholds of Different Seismic Performance Levels for Satchel Frames Using Pushover Analysis [Volume 2, Issue 2, 2008, Pages 71-86]
Planar FrameEffect of Initial Out-of-Straightness Imperfection on Second-Order Elastic Behavior of Planar Frames [Volume 2, Issue 4, 2008, Pages 3-16]
Plastic hingeResponse Modification Factor of Shaft Supported Concrete Elevated Water Tanks [Volume 2, Issue 3, 2008, Pages 35-47]
Post bucklingEvaluation of Steel Plate Thickness on Composite Steel Plate Shear Wall [Volume 2, Issue 4, 2008, Pages 26-36]
Post-bucklingStability Analysis of Tapered Plates Using Energy Method [Volume 2, Issue 2, 2008, Pages 16-27]
Post Buckling StrengthAdvantages of Thin Steel Shear Wall for Retrofitting of Steel Structures [Volume 2, Issue 4, 2008, Pages 70-82]
R
RAMPerform-3DSNonlinear Dynamic Behavior of Eccentric Braced Steel Frames Under the Near-Fault Earthquakes [Volume 2, Issue 2, 2008, Pages 45-58]
RC frameEvaluation of Performance of Reinforced Concrete Frame Retrofitted Using Concentric Steel Bracing [Volume 2, Issue 4, 2008, Pages 17-25]
Reinforced Concrete LayerEvaluation of Steel Plate Thickness on Composite Steel Plate Shear Wall [Volume 2, Issue 4, 2008, Pages 26-36]
Relative DisplacementNonlinear Dynamic Behavior of Eccentric Braced Steel Frames Under the Near-Fault Earthquakes [Volume 2, Issue 2, 2008, Pages 45-58]
S
Satchel ConnectionQuantities Derivation of Thresholds of Different Seismic Performance Levels for Satchel Frames Using Pushover Analysis [Volume 2, Issue 2, 2008, Pages 71-86]
Second-order effectsEffect of Initial Out-of-Straightness Imperfection on Second-Order Elastic Behavior of Planar Frames [Volume 2, Issue 4, 2008, Pages 3-16]
Seismic DemandsSingle-Run Modal Nonlinear Static Procedure for Seismic Assessment of Steel Moment Frames [Volume 2, Issue 4, 2008, Pages 47-54]
Seismic EvaluationEvaluation of Performance of Reinforced Concrete Frame Retrofitted Using Concentric Steel Bracing [Volume 2, Issue 4, 2008, Pages 17-25]
Seismic LoadSeismic Behavior, Analysis and Design of Characterization of New Ductile Concentrically Braced Frame (D-CBF) [Volume 2, Issue 2, 2008, Pages 59-70]
Seismic Modification FactorResponse Modification Factor of Shaft Supported Concrete Elevated Water Tanks [Volume 2, Issue 3, 2008, Pages 35-47]
Single-RunSingle-Run Modal Nonlinear Static Procedure for Seismic Assessment of Steel Moment Frames [Volume 2, Issue 4, 2008, Pages 47-54]
Static Nonlinear Analysis (Pushover)Quantities Derivation of Thresholds of Different Seismic Performance Levels for Satchel Frames Using Pushover Analysis [Volume 2, Issue 2, 2008, Pages 71-86]
Steel bridgesDetermination of Impact Factor for Steel Railway Bridges Considering Simultaneous Effects of Vehicle Speed and Ratio of Axle Distance to Span Length [Volume 2, Issue 4, 2008, Pages 55-69]
Steel Moment FramesSingle-Run Modal Nonlinear Static Procedure for Seismic Assessment of Steel Moment Frames [Volume 2, Issue 4, 2008, Pages 47-54]
Steel Plate ThicknessEvaluation of Steel Plate Thickness on Composite Steel Plate Shear Wall [Volume 2, Issue 4, 2008, Pages 26-36]
Steel Shear WallEvaluation of Steel Plate Thickness on Composite Steel Plate Shear Wall [Volume 2, Issue 4, 2008, Pages 26-36]
Steel stiffenerExperimental Study of Concrete Filled Steel Tube Columns Ductility (CFST) [Volume 2, Issue 3, 2008, Pages 3-12]
Steel TanksEvaluation of Seismic Failure Modes and Strengthening Methods of Unanchored Cylindrical Steel Liquid Tanks in an Oil Complex [Volume 2, Issue 3, 2008, Pages 25-34]
Steel TubeExperimental Study of Concrete Filled Steel Tube Columns Ductility (CFST) [Volume 2, Issue 3, 2008, Pages 3-12]
StiffenerExperimental Investigation of Welded Beam to Column Moment Connection in Existing Structures [Volume 2, Issue 2, 2008, Pages 3-15]
StiffenerExperimental Investigation of Force Modification Factor and Energy Absorption of Ductile Steel Plate Shear Walls with Stiffeners and without Stiffener [Volume 2, Issue 3, 2008, Pages 13-25]
StiffenerIntroduction and Study of Seismic Behavior of Eccentrically Braced Frames With Double Vertical Links (DV-EBFs) [Volume 2, Issue 3, 2008, Pages 74-84]
Tapered PlatesStability Analysis of Tapered Plates Using Energy Method [Volume 2, Issue 2, 2008, Pages 16-27]
Thin Steel Shear WallAdvantages of Thin Steel Shear Wall for Retrofitting of Steel Structures [Volume 2, Issue 4, 2008, Pages 70-82]
ToughnessExperimental Investigation of Welded Beam to Column Moment Connection in Existing Structures [Volume 2, Issue 2, 2008, Pages 3-15]
TrainDetermination of Impact Factor for Steel Railway Bridges Considering Simultaneous Effects of Vehicle Speed and Ratio of Axle Distance to Span Length [Volume 2, Issue 4, 2008, Pages 55-69]
Transverse Member LoadsEffect of Initial Out-of-Straightness Imperfection on Second-Order Elastic Behavior of Planar Frames [Volume 2, Issue 4, 2008, Pages 3-16]
U
Unstiffened Thin PlateAdvantages of Thin Steel Shear Wall for Retrofitting of Steel Structures [Volume 2, Issue 4, 2008, Pages 70-82]
V
Viscous dampersDesigning & Construction of Viscous Dampers with the Capability of Adjusting Damping and Determine Mechanical Characteristics of Them with Experiments [Volume 2, Issue 3, 2008, Pages 49-61]
W
Welded Moment ConnectionExperimental Investigation of Welded Beam to Column Moment Connection in Existing Structures [Volume 2, Issue 2, 2008, Pages 3-15]