Active control of structuresThe Effect of Time Delay on Control of Structures with Pole Assignment Method [Volume 8, Issue 15, 2014, Pages 5-12]
Analytical StudyAnalytical Study of Using Pipe Web to Reduce Flexural Strength at Beam Plastic Zone of Steel Moment Resisting Frames [Volume 8, Issue 16, 2014, Pages 95-107]
Arc weldingThe effect Arc Stud Welding process parameters on the mechanical properties of shear connectors in composite metal deck constructions [Volume 8, Issue 16, 2014, Pages 15-23]
B
Buckling AnalysisBuckling Analysis of Plane Steel Frames with Various Connections [Volume 8, Issue 15, 2014, Pages 39-55]
C
Cold-formed steel stud wallImpression of Gypsum Panel and Fiber Cement Board Sheathing on Seismic Behavior of Cold-Formed Steel Stud Walls [Volume 8, Issue 16, 2014, Pages 25-34]
Convergent BracingEvaluation for effect of Gusset plate parameters on the performance of Convergent Braced Frames [Volume 8, Issue 15, 2014, Pages 93-103]
D
Damage indexIntroduction of New Index Named "Remaining Useful Life of Building" to Assess the Seismic Vulnerability of Structures [Volume 8, Issue 15, 2014, Pages 57-66]
Ductility factorImpression of Gypsum Panel and Fiber Cement Board Sheathing on Seismic Behavior of Cold-Formed Steel Stud Walls [Volume 8, Issue 16, 2014, Pages 25-34]
E
Eccentrically braced frameThe experimental study of seismic behavior promotion of link beams constructed by castellated section in EBFs [Volume 8, Issue 16, 2014, Pages 5-14]
End plateApplication of Shape Memory Alloyed Material in End Plate Rigid Connection [Volume 8, Issue 16, 2014, Pages 35-49]
Energy dissipationImprovement of the Seismic Behavior of Y-Shape Bracing using a Ductile Element, in Near Source Zone [Volume 8, Issue 15, 2014, Pages 81-91]
Energy dissipationBehavior of Flush End-plate Moment Connections subjected to Bending and Axial Forces [Volume 8, Issue 15, 2014, Pages 13-28]
F
Fiber cement boardImpression of Gypsum Panel and Fiber Cement Board Sheathing on Seismic Behavior of Cold-Formed Steel Stud Walls [Volume 8, Issue 16, 2014, Pages 25-34]
Finite element methodEvaluation for effect of Gusset plate parameters on the performance of Convergent Braced Frames [Volume 8, Issue 15, 2014, Pages 93-103]
Flush End-plateBehavior of Flush End-plate Moment Connections subjected to Bending and Axial Forces [Volume 8, Issue 15, 2014, Pages 13-28]
Fragility curvesComparison of Seismic Performance of BRB Frames and Yielding Brace Systems [Volume 8, Issue 15, 2014, Pages 67-80]
G
Gypsum panelImpression of Gypsum Panel and Fiber Cement Board Sheathing on Seismic Behavior of Cold-Formed Steel Stud Walls [Volume 8, Issue 16, 2014, Pages 25-34]
H
Hybrid connectionApplication of Shape Memory Alloyed Material in End Plate Rigid Connection [Volume 8, Issue 16, 2014, Pages 35-49]
I
IDA AnalysisComparison of Seismic Performance of BRB Frames and Yielding Brace Systems [Volume 8, Issue 15, 2014, Pages 67-80]
Immediate occupancyComparison of Seismic Performance of BRB Frames and Yielding Brace Systems [Volume 8, Issue 15, 2014, Pages 67-80]
Interaction diagramBehavior of Flush End-plate Moment Connections subjected to Bending and Axial Forces [Volume 8, Issue 15, 2014, Pages 13-28]
L
Low Yield Point Steel (LYP)The Influence of Low Yield Point Steel (LYP) and Plate Thicknesses in Post-buckling Behavior and Ultimate Strength of Semi-Rigid Steel Plate Shear Walls [Volume 8, Issue 15, 2014, Pages 29-38]
M
Metal DeckThe effect Arc Stud Welding process parameters on the mechanical properties of shear connectors in composite metal deck constructions [Volume 8, Issue 16, 2014, Pages 15-23]
Moment connectionBehavior of Flush End-plate Moment Connections subjected to Bending and Axial Forces [Volume 8, Issue 15, 2014, Pages 13-28]
Monte-CarloProbabilistic Stability Analysis of Portal and Gabled Steel Frames with Flexible Connections and Supports [Volume 8, Issue 16, 2014, Pages 51-79]
N
Non-prismatic memberProbabilistic Stability Analysis of Portal and Gabled Steel Frames with Flexible Connections and Supports [Volume 8, Issue 16, 2014, Pages 51-79]
O
OverstrengthComparison of Seismic Performance of BRB Frames and Yielding Brace Systems [Volume 8, Issue 15, 2014, Pages 67-80]
P
Panel zoneSeismic Performance of Self-Centering Moment Resisting Connections with Bottom Flange Friction Devices (BFFD) [Volume 8, Issue 16, 2014, Pages 81-93]
Plane steel framesBuckling Analysis of Plane Steel Frames with Various Connections [Volume 8, Issue 15, 2014, Pages 39-55]
Plastic hingesApplication of Shape Memory Alloyed Material in End Plate Rigid Connection [Volume 8, Issue 16, 2014, Pages 35-49]
Pole assignment methodThe Effect of Time Delay on Control of Structures with Pole Assignment Method [Volume 8, Issue 15, 2014, Pages 5-12]
Post-buckling behaviorThe Influence of Low Yield Point Steel (LYP) and Plate Thicknesses in Post-buckling Behavior and Ultimate Strength of Semi-Rigid Steel Plate Shear Walls [Volume 8, Issue 15, 2014, Pages 29-38]
Post-tensioned strandsSeismic Performance of Self-Centering Moment Resisting Connections with Bottom Flange Friction Devices (BFFD) [Volume 8, Issue 16, 2014, Pages 81-93]
Probabilistic analysisProbabilistic Stability Analysis of Portal and Gabled Steel Frames with Flexible Connections and Supports [Volume 8, Issue 16, 2014, Pages 51-79]
R
Remaining useful lifeIntroduction of New Index Named "Remaining Useful Life of Building" to Assess the Seismic Vulnerability of Structures [Volume 8, Issue 15, 2014, Pages 57-66]
Residual strainApplication of Shape Memory Alloyed Material in End Plate Rigid Connection [Volume 8, Issue 16, 2014, Pages 35-49]
S
Second-order effectsBuckling Analysis of Plane Steel Frames with Various Connections [Volume 8, Issue 15, 2014, Pages 39-55]
Seismic RehabilitationImprovement of the Seismic Behavior of Y-Shape Bracing using a Ductile Element, in Near Source Zone [Volume 8, Issue 15, 2014, Pages 81-91]
Seismic vulnerabilityIntroduction of New Index Named "Remaining Useful Life of Building" to Assess the Seismic Vulnerability of Structures [Volume 8, Issue 15, 2014, Pages 57-66]
Self-centering connectionSeismic Performance of Self-Centering Moment Resisting Connections with Bottom Flange Friction Devices (BFFD) [Volume 8, Issue 16, 2014, Pages 81-93]
Semi RigidThe Influence of Low Yield Point Steel (LYP) and Plate Thicknesses in Post-buckling Behavior and Ultimate Strength of Semi-Rigid Steel Plate Shear Walls [Volume 8, Issue 15, 2014, Pages 29-38]
SensitivityProbabilistic Stability Analysis of Portal and Gabled Steel Frames with Flexible Connections and Supports [Volume 8, Issue 16, 2014, Pages 51-79]
Shape memory alloyApplication of Shape Memory Alloyed Material in End Plate Rigid Connection [Volume 8, Issue 16, 2014, Pages 35-49]
Shape memory alloySeismic Performance of Self-Centering Moment Resisting Connections with Bottom Flange Friction Devices (BFFD) [Volume 8, Issue 16, 2014, Pages 81-93]
StabilityProbabilistic Stability Analysis of Portal and Gabled Steel Frames with Flexible Connections and Supports [Volume 8, Issue 16, 2014, Pages 51-79]
Steel frameEvaluation for effect of Gusset plate parameters on the performance of Convergent Braced Frames [Volume 8, Issue 15, 2014, Pages 93-103]
Steel moment frameSeismic Performance of Self-Centering Moment Resisting Connections with Bottom Flange Friction Devices (BFFD) [Volume 8, Issue 16, 2014, Pages 81-93]
Steel Moment FramesAnalytical Study of Using Pipe Web to Reduce Flexural Strength at Beam Plastic Zone of Steel Moment Resisting Frames [Volume 8, Issue 16, 2014, Pages 95-107]
Steel Shear WallThe Influence of Low Yield Point Steel (LYP) and Plate Thicknesses in Post-buckling Behavior and Ultimate Strength of Semi-Rigid Steel Plate Shear Walls [Volume 8, Issue 15, 2014, Pages 29-38]
Structural fusesComparison of Seismic Performance of BRB Frames and Yielding Brace Systems [Volume 8, Issue 15, 2014, Pages 67-80]
Structural rehabilitationIntroduction of New Index Named "Remaining Useful Life of Building" to Assess the Seismic Vulnerability of Structures [Volume 8, Issue 15, 2014, Pages 57-66]
T
Time DelayThe Effect of Time Delay on Control of Structures with Pole Assignment Method [Volume 8, Issue 15, 2014, Pages 5-12]
Tubular Web sectionAnalytical Study of Using Pipe Web to Reduce Flexural Strength at Beam Plastic Zone of Steel Moment Resisting Frames [Volume 8, Issue 16, 2014, Pages 95-107]
W
Welded jointThe effect Arc Stud Welding process parameters on the mechanical properties of shear connectors in composite metal deck constructions [Volume 8, Issue 16, 2014, Pages 15-23]
Y
Y-shape bracingImprovement of the Seismic Behavior of Y-Shape Bracing using a Ductile Element, in Near Source Zone [Volume 8, Issue 15, 2014, Pages 81-91]