Journal of Steel & Structure

Journal of Steel & Structure

Keyword Index
A
  • Acceptance Criteria Experimental Study Of Cyclic Behavior Of conventional Saddle Kike Connections and Their Acceptance Criteria [Volume 5, Issue 9, 2011, Pages 79-96]
B
  • Backbone Curve Experimental Study Of Cyclic Behavior Of conventional Saddle Kike Connections and Their Acceptance Criteria [Volume 5, Issue 9, 2011, Pages 79-96]
  • Behavior factor Determining of Dynamic Characteristics of Steel Frames with Semi-Rigid Connections by Push-Over Analysis and Nonlinear Dynamic Analysis [Volume 5, Issue 9, 2011, Pages 43-51]
C
  • Cantenary Action Dynamic Increase Factor for Progressive Collapse Analysis of Steel Structures [Volume 5, Issue 9, 2011, Pages 53-62]
  • Capacity Curve Dynamic Increase Factor for Progressive Collapse Analysis of Steel Structures [Volume 5, Issue 9, 2011, Pages 53-62]
  • Colonial Competitive Algorithm Structural Health Monitoring and Damage Detection of Steel Bridge Based on Modal Data via Colonial Competitive Algorithm [Volume 5, Issue 10, 2011, Pages 29-39]
  • Column Covering Plate Experimental and Analytical Study of Connections in Steel MRFs Composed ofDouble Section Columns [Volume 5, Issue 10, 2011, Pages 73-91]
  • Composite Shear Wall The Effect of Gap Between Concrete Panel and Frame on Behavior of Composite Shear Walls [Volume 5, Issue 10, 2011, Pages 5-13]
  • Concrete Panel The Effect of Gap Between Concrete Panel and Frame on Behavior of Composite Shear Walls [Volume 5, Issue 10, 2011, Pages 5-13]
  • Cyclic behavior Experimental Study Of Cyclic Behavior Of conventional Saddle Kike Connections and Their Acceptance Criteria [Volume 5, Issue 9, 2011, Pages 79-96]
  • Cyclic behavior Numerical Study on Cyclic Behavior of Eccentrically Diagonal Braced Frames in Two Cases: Simple and Rigid Connections [Volume 5, Issue 9, 2011, Pages 97-108]
D
  • Damage detection Structural Health Monitoring and Damage Detection of Steel Bridge Based on Modal Data via Colonial Competitive Algorithm [Volume 5, Issue 10, 2011, Pages 29-39]
  • Double Section Profiles Experimental and Analytical Study of Connections in Steel MRFs Composed ofDouble Section Columns [Volume 5, Issue 10, 2011, Pages 73-91]
  • Dual Systems The Effects of Connection Rigidity on Energy Absorption of Braced Frames in Dual Systems of Steel Frames [Volume 5, Issue 9, 2011, Pages 27-42]
  • Ductility The Effect of Gap Between Concrete Panel and Frame on Behavior of Composite Shear Walls [Volume 5, Issue 10, 2011, Pages 5-13]
E
  • EBF &‌ CBF Braced Frames The Effects of Connection Rigidity on Energy Absorption of Braced Frames in Dual Systems of Steel Frames [Volume 5, Issue 9, 2011, Pages 27-42]
  • Eccentrically braced frame Comparison of Different H-EBF Designed Using Iranian 2800 Standard, IBC 2009 and Performance Based Plastic Design [Volume 5, Issue 10, 2011, Pages 93-108]
  • End Plate Bolted Simple Connections Improving Bolted Simple Connections Design Method in Regard With Effect of Prying Action [Volume 5, Issue 9, 2011, Pages 13-26]
  • Energy Dissipate The Effects of Connection Rigidity on Energy Absorption of Braced Frames in Dual Systems of Steel Frames [Volume 5, Issue 9, 2011, Pages 27-42]
F
  • Failure Model Improving Bolted Simple Connections Design Method in Regard With Effect of Prying Action [Volume 5, Issue 9, 2011, Pages 13-26]
  • Finite element method Experimental Study Of Cyclic Behavior Of conventional Saddle Kike Connections and Their Acceptance Criteria [Volume 5, Issue 9, 2011, Pages 79-96]
  • Finite element model Improving Bolted Simple Connections Design Method in Regard With Effect of Prying Action [Volume 5, Issue 9, 2011, Pages 13-26]
  • First Order Second Moment Method Sensitivity analysis of steel frames subjected to progressive collapse [Volume 5, Issue 10, 2011, Pages 61-72]
  • Forward Directivity Effect of Seismic Isolation by Rubber-Soil Mixture on Seismic Demand of Steel Moment Frame in Near-Fault Area [Volume 5, Issue 10, 2011, Pages 41-60]
H
  • Hysteresis Rib Reinforcing of Flange Plate Moment Resisting Connection [Volume 5, Issue 10, 2011, Pages 109-120]
L
  • Local buckling Parametric Study of Seismic Non-Linear Behavior of a Box Girder Cable-Stayed Long Span Bridge [Volume 5, Issue 10, 2011, Pages 15-27]
  • Long-span cable-stayed bridge Parametric Study of Seismic Non-Linear Behavior of a Box Girder Cable-Stayed Long Span Bridge [Volume 5, Issue 10, 2011, Pages 15-27]
M
  • Modal data Structural Health Monitoring and Damage Detection of Steel Bridge Based on Modal Data via Colonial Competitive Algorithm [Volume 5, Issue 10, 2011, Pages 29-39]
  • Moment Connections Rib Reinforcing of Flange Plate Moment Resisting Connection [Volume 5, Issue 10, 2011, Pages 109-120]
N
  • Near Fault Earthquakes Effect of Seismic Isolation by Rubber-Soil Mixture on Seismic Demand of Steel Moment Frame in Near-Fault Area [Volume 5, Issue 10, 2011, Pages 41-60]
  • Nonlinear Push Over and Dynamic Analysis Determining of Dynamic Characteristics of Steel Frames with Semi-Rigid Connections by Push-Over Analysis and Nonlinear Dynamic Analysis [Volume 5, Issue 9, 2011, Pages 43-51]
  • Numerical Study Numerical Study on Cyclic Behavior of Eccentrically Diagonal Braced Frames in Two Cases: Simple and Rigid Connections [Volume 5, Issue 9, 2011, Pages 97-108]
P
  • Panel Zon Experimental and Analytical Study of Connections in Steel MRFs Composed ofDouble Section Columns [Volume 5, Issue 10, 2011, Pages 73-91]
  • Performance based plastic design Comparison of Different H-EBF Designed Using Iranian 2800 Standard, IBC 2009 and Performance Based Plastic Design [Volume 5, Issue 10, 2011, Pages 93-108]
  • Plastic hinge Comparison of Different H-EBF Designed Using Iranian 2800 Standard, IBC 2009 and Performance Based Plastic Design [Volume 5, Issue 10, 2011, Pages 93-108]
  • Progressive collapse Dynamic Increase Factor for Progressive Collapse Analysis of Steel Structures [Volume 5, Issue 9, 2011, Pages 53-62]
  • Progressive collapse Sensitivity analysis of steel frames subjected to progressive collapse [Volume 5, Issue 10, 2011, Pages 61-72]
  • Prying Action Phenomena Improving Bolted Simple Connections Design Method in Regard With Effect of Prying Action [Volume 5, Issue 9, 2011, Pages 13-26]
R
  • Rubber-Soil Mixture Effect of Seismic Isolation by Rubber-Soil Mixture on Seismic Demand of Steel Moment Frame in Near-Fault Area [Volume 5, Issue 10, 2011, Pages 41-60]
S
  • Saddle connection Experimental Study Of Cyclic Behavior Of conventional Saddle Kike Connections and Their Acceptance Criteria [Volume 5, Issue 9, 2011, Pages 79-96]
  • Seismic Demand Effect of Seismic Isolation by Rubber-Soil Mixture on Seismic Demand of Steel Moment Frame in Near-Fault Area [Volume 5, Issue 10, 2011, Pages 41-60]
  • Seismic Performance Comparison of Different H-EBF Designed Using Iranian 2800 Standard, IBC 2009 and Performance Based Plastic Design [Volume 5, Issue 10, 2011, Pages 93-108]
  • Sensitivity analysis Sensitivity analysis of steel frames subjected to progressive collapse [Volume 5, Issue 10, 2011, Pages 61-72]
  • Steel Flexural Frame Determining of Dynamic Characteristics of Steel Frames with Semi-Rigid Connections by Push-Over Analysis and Nonlinear Dynamic Analysis [Volume 5, Issue 9, 2011, Pages 43-51]
  • Steel moment frame Effect of Seismic Isolation by Rubber-Soil Mixture on Seismic Demand of Steel Moment Frame in Near-Fault Area [Volume 5, Issue 10, 2011, Pages 41-60]
  • Steel Moment Frames Sensitivity analysis of steel frames subjected to progressive collapse [Volume 5, Issue 10, 2011, Pages 61-72]
  • Steel Moment-Resisting Frame Experimental and Analytical Study of Connections in Steel MRFs Composed ofDouble Section Columns [Volume 5, Issue 10, 2011, Pages 73-91]
  • Steel structures Dynamic Increase Factor for Progressive Collapse Analysis of Steel Structures [Volume 5, Issue 9, 2011, Pages 53-62]
  • Structural Reliability Reliability of the member stability criteria in the 2008 Iranian Specification For Structural Steel [Volume 5, Issue 9, 2011, Pages 5-12]
  • Structural Steel Reliability of the member stability criteria in the 2008 Iranian Specification For Structural Steel [Volume 5, Issue 9, 2011, Pages 5-12]
  • Symmetric Horizontal Link Comparison of Different H-EBF Designed Using Iranian 2800 Standard, IBC 2009 and Performance Based Plastic Design [Volume 5, Issue 10, 2011, Pages 93-108]
T
  • Tornado diagram Sensitivity analysis of steel frames subjected to progressive collapse [Volume 5, Issue 10, 2011, Pages 61-72]
V
  • Vertical Continuity Plate Experimental and Analytical Study of Connections in Steel MRFs Composed ofDouble Section Columns [Volume 5, Issue 10, 2011, Pages 73-91]