Journal of Steel & Structure

Journal of Steel & Structure

Keyword Index
A
  • Analytical Solution Comparison of Concrete Slabs Behavior Reinforced with Steel Rebars and FRP Pultruded Grating [Volume 3, Issue 5, 2009, Pages 18-27]
B
  • Bolt Arrangement Analytical Assessment and Comparison of Cyclic Behavior of End Plate and T-stub Bolted Connections Due to Horizontal Arrangement Variation of Column Bolts [Volume 3, Issue 6, 2009, Pages 43-57]
  • Bolted Beam-to-Column Connections Analytical Assessment and Comparison of Cyclic Behavior of End Plate and T-stub Bolted Connections Due to Horizontal Arrangement Variation of Column Bolts [Volume 3, Issue 6, 2009, Pages 43-57]
  • Building Seismic Evaluation of Steel Ordinary Moment Frame Buildings [Volume 3, Issue 5, 2009, Pages 5-17]
C
  • Center of Mass and Rigidity Efficiency of Standard 2800 Provisions for Buildings with Low Torsional to Translational Modal Frequencies Ratio [Volume 3, Issue 5, 2009, Pages 40-51]
  • CFRP Seismic Behavior of Eccentrically Braced Frames with Composite Vertical Shear Link (CV-EBFs) [Volume 3, Issue 6, 2009, Pages 5-17]
  • Circular Web Opening To Investigate the Effect of Circular Web Opening on the Shear Capacityof Plate Girders [Volume 3, Issue 5, 2009, Pages 64-72]
  • Composite Link Seismic Behavior of Eccentrically Braced Frames with Composite Vertical Shear Link (CV-EBFs) [Volume 3, Issue 5, 2009, Pages 28-39]
  • Confinement Seismic Behavior of Eccentrically Braced Frames with Composite Vertical Shear Link (CV-EBFs) [Volume 3, Issue 5, 2009, Pages 28-39]
  • Crack Seismic Behavior of Eccentrically Braced Frames with Composite Vertical Shear Link (CV-EBFs) [Volume 3, Issue 6, 2009, Pages 5-17]
  • Cyclic Behavior Connections Analytical Assessment and Comparison of Cyclic Behavior of End Plate and T-stub Bolted Connections Due to Horizontal Arrangement Variation of Column Bolts [Volume 3, Issue 6, 2009, Pages 43-57]
D
  • Damper Performance of Steel Frames Equipped with Rotational Friction Dampers (RFD) [Volume 3, Issue 6, 2009, Pages 93-105]
  • Dual system Evaluation of RC Shear Wall and Steel Bracing Frame Interaction in Mid-Rise Steel Moment Frame Systems [Volume 3, Issue 6, 2009, Pages 31-42]
  • Ductility factor Effect of Ductility Factor on Force Modification Factor of Thin Steel Plate Shear Walls [Volume 3, Issue 5, 2009, Pages 52-63]
E
  • Earthquake Input Energy Extending Seismic Design of Steel Moment Frames Using Energy-Based Method [Volume 3, Issue 6, 2009, Pages 83-92]
  • Easy Going Steel Effect of Ductility Factor on Force Modification Factor of Thin Steel Plate Shear Walls [Volume 3, Issue 5, 2009, Pages 52-63]
  • Eccentrically braced frame Seismic Behavior of Eccentrically Braced Frames with Composite Vertical Shear Link (CV-EBFs) [Volume 3, Issue 5, 2009, Pages 28-39]
  • Eccentricity Efficiency of Standard 2800 Provisions for Buildings with Low Torsional to Translational Modal Frequencies Ratio [Volume 3, Issue 5, 2009, Pages 40-51]
  • Elastic Analysis Second-Order Elastic and Stability Analysis of Plane Steel Frames with Semirigid Connections [Volume 3, Issue 6, 2009, Pages 59-81]
  • End plate Analytical Assessment and Comparison of Cyclic Behavior of End Plate and T-stub Bolted Connections Due to Horizontal Arrangement Variation of Column Bolts [Volume 3, Issue 6, 2009, Pages 43-57]
F
  • FEM Comparison of Concrete Slabs Behavior Reinforced with Steel Rebars and FRP Pultruded Grating [Volume 3, Issue 5, 2009, Pages 18-27]
  • Force Modification Factor Effect of Ductility Factor on Force Modification Factor of Thin Steel Plate Shear Walls [Volume 3, Issue 5, 2009, Pages 52-63]
  • Frequency-Domain Vibration Control of Uncertain Based Steel Structures with Quantitative Feedback Theory and H Infinity Norm [Volume 3, Issue 5, 2009, Pages 73-84]
G
  • Genetic Algorithm Using Genetic Algorithm for Optimization of Steel Frames with Semi-Rigid Connection [Volume 3, Issue 6, 2009, Pages 107-120]
H
  • Hysteretic Energy Performance of Steel Frames Equipped with Rotational Friction Dampers (RFD) [Volume 3, Issue 6, 2009, Pages 93-105]
L
  • Local Failure Damage Investigation of Steel High Rise Structures Using Nonlinear Dynamic Analysis [Volume 3, Issue 6, 2009, Pages 19-29]
  • Low &‌‌ High Torsional Stiffness Efficiency of Standard 2800 Provisions for Buildings with Low Torsional to Translational Modal Frequencies Ratio [Volume 3, Issue 5, 2009, Pages 40-51]
  • LYS Steel Effect of Ductility Factor on Force Modification Factor of Thin Steel Plate Shear Walls [Volume 3, Issue 5, 2009, Pages 52-63]
N
  • Non-linear analysis Using Genetic Algorithm for Optimization of Steel Frames with Semi-Rigid Connection [Volume 3, Issue 6, 2009, Pages 107-120]
  • Nonlinear dynamic analysis Efficiency of Standard 2800 Provisions for Buildings with Low Torsional to Translational Modal Frequencies Ratio [Volume 3, Issue 5, 2009, Pages 40-51]
  • Nonlinear dynamic analysis Damage Investigation of Steel High Rise Structures Using Nonlinear Dynamic Analysis [Volume 3, Issue 6, 2009, Pages 19-29]
P
  • Performance index Performance of Steel Frames Equipped with Rotational Friction Dampers (RFD) [Volume 3, Issue 6, 2009, Pages 93-105]
  • Plane steel frames Second-Order Elastic and Stability Analysis of Plane Steel Frames with Semirigid Connections [Volume 3, Issue 6, 2009, Pages 59-81]
  • Plastic hinge Using Genetic Algorithm for Optimization of Steel Frames with Semi-Rigid Connection [Volume 3, Issue 6, 2009, Pages 107-120]
  • Pultruded Gratings Comparison of Concrete Slabs Behavior Reinforced with Steel Rebars and FRP Pultruded Grating [Volume 3, Issue 5, 2009, Pages 18-27]
Q
  • Quantitative feedback theory Vibration Control of Uncertain Based Steel Structures with Quantitative Feedback Theory and H Infinity Norm [Volume 3, Issue 5, 2009, Pages 73-84]
R
  • Rehabilitation Seismic Behavior of Eccentrically Braced Frames with Composite Vertical Shear Link (CV-EBFs) [Volume 3, Issue 6, 2009, Pages 5-17]
  • Reinforced concrete shear wall Evaluation of RC Shear Wall and Steel Bracing Frame Interaction in Mid-Rise Steel Moment Frame Systems [Volume 3, Issue 6, 2009, Pages 31-42]
  • Reinforced Concrete Slab Comparison of Concrete Slabs Behavior Reinforced with Steel Rebars and FRP Pultruded Grating [Volume 3, Issue 5, 2009, Pages 18-27]
  • Robust Control Vibration Control of Uncertain Based Steel Structures with Quantitative Feedback Theory and H Infinity Norm [Volume 3, Issue 5, 2009, Pages 73-84]
  • Rotational friction damper Performance of Steel Frames Equipped with Rotational Friction Dampers (RFD) [Volume 3, Issue 6, 2009, Pages 93-105]
S
  • Second-order effects Second-Order Elastic and Stability Analysis of Plane Steel Frames with Semirigid Connections [Volume 3, Issue 6, 2009, Pages 59-81]
  • Seismic Design Extending Seismic Design of Steel Moment Frames Using Energy-Based Method [Volume 3, Issue 6, 2009, Pages 83-92]
  • Seismic Performance Seismic Evaluation of Steel Ordinary Moment Frame Buildings [Volume 3, Issue 5, 2009, Pages 5-17]
  • Seismic Retrofitting Seismic Evaluation of Steel Ordinary Moment Frame Buildings [Volume 3, Issue 5, 2009, Pages 5-17]
  • Semi rigid connections Second-Order Elastic and Stability Analysis of Plane Steel Frames with Semirigid Connections [Volume 3, Issue 6, 2009, Pages 59-81]
  • Shear Absorption Percentage Evaluation of RC Shear Wall and Steel Bracing Frame Interaction in Mid-Rise Steel Moment Frame Systems [Volume 3, Issue 6, 2009, Pages 31-42]
  • Spectral dynamic analysis Damage Investigation of Steel High Rise Structures Using Nonlinear Dynamic Analysis [Volume 3, Issue 6, 2009, Pages 19-29]
  • Stability Analysis Second-Order Elastic and Stability Analysis of Plane Steel Frames with Semirigid Connections [Volume 3, Issue 6, 2009, Pages 59-81]
  • Static Equivalent Analysis Efficiency of Standard 2800 Provisions for Buildings with Low Torsional to Translational Modal Frequencies Ratio [Volume 3, Issue 5, 2009, Pages 40-51]
  • Steel Bracing Frame Evaluation of RC Shear Wall and Steel Bracing Frame Interaction in Mid-Rise Steel Moment Frame Systems [Volume 3, Issue 6, 2009, Pages 31-42]
  • Steel Ordinary Seismic Evaluation of Steel Ordinary Moment Frame Buildings [Volume 3, Issue 5, 2009, Pages 5-17]
  • Steel Plate Girders To Investigate the Effect of Circular Web Opening on the Shear Capacityof Plate Girders [Volume 3, Issue 5, 2009, Pages 64-72]
  • Stiff and Flexible Edge Efficiency of Standard 2800 Provisions for Buildings with Low Torsional to Translational Modal Frequencies Ratio [Volume 3, Issue 5, 2009, Pages 40-51]
  • Stiffener Seismic Behavior of Eccentrically Braced Frames with Composite Vertical Shear Link (CV-EBFs) [Volume 3, Issue 5, 2009, Pages 28-39]
  • Story Drift Ratio Efficiency of Standard 2800 Provisions for Buildings with Low Torsional to Translational Modal Frequencies Ratio [Volume 3, Issue 5, 2009, Pages 40-51]
  • Structural Damages Damage Investigation of Steel High Rise Structures Using Nonlinear Dynamic Analysis [Volume 3, Issue 6, 2009, Pages 19-29]
T
  • Thin Steel Plate Shear Wall Effect of Ductility Factor on Force Modification Factor of Thin Steel Plate Shear Walls [Volume 3, Issue 5, 2009, Pages 52-63]
  • Transverse reinforcement Seismic Behavior of Eccentrically Braced Frames with Composite Vertical Shear Link (CV-EBFs) [Volume 3, Issue 5, 2009, Pages 28-39]
  • T-stub Analytical Assessment and Comparison of Cyclic Behavior of End Plate and T-stub Bolted Connections Due to Horizontal Arrangement Variation of Column Bolts [Volume 3, Issue 6, 2009, Pages 43-57]
U
  • Undesirable Mechanism Extending Seismic Design of Steel Moment Frames Using Energy-Based Method [Volume 3, Issue 6, 2009, Pages 83-92]
V
  • Vertical Shear Link Seismic Behavior of Eccentrically Braced Frames with Composite Vertical Shear Link (CV-EBFs) [Volume 3, Issue 5, 2009, Pages 28-39]