Journal of Steel & Structure

Journal of Steel & Structure

Keyword Index
A
  • Active control Using Genetic Algorithm (GA) for Optimal Design of Active Mass Damper (AMD) for Nonlinear Steel Structures [Volume 6, Issue 12, 2012, Pages 17-31]
  • Active Mass Damper(AMD) Using Genetic Algorithm (GA) for Optimal Design of Active Mass Damper (AMD) for Nonlinear Steel Structures [Volume 6, Issue 12, 2012, Pages 17-31]
  • Artificial Neural Networks Steel Surface Defect Categorization Using Artificial Neural Networks and Uncomplicated Computational Indicators [Volume 6, Issue 12, 2012, Pages 59-68]
B
  • Beam Column Connections An Analytical Study on Shear Transferring in Beam to Column Connections of Welded Steel Moment Frames [Volume 6, Issue 11, 2012, Pages 53-63]
  • Behavior factor Compare Natural Period and Behavior Factor Of Single Layer Schewedler and Ribbed Domes [Volume 6, Issue 12, 2012, Pages 69-77]
  • Box column I_Beam to Box_Column Rigid Connection without Internal Continuity Plate For Column-Tree Construction [Volume 6, Issue 11, 2012, Pages 5-15]
  • Box column Study of Box Column Face Deformations in the Zone of Rigid Connection to Beam [Volume 6, Issue 11, 2012, Pages 97-107]
C
  • Critical Load Geometric Nonlinear Stability Analysis and Finding Simple Critical Points by Using Some Interpolation Functions [Volume 6, Issue 12, 2012, Pages 33-46]
D
  • Damage index Damage Analysis of Steel Moment Frames Using Pushover Method [Volume 6, Issue 11, 2012, Pages 31-42]
  • Distributed Genetic Algorithm(DGA) Using Genetic Algorithm (GA) for Optimal Design of Active Mass Damper (AMD) for Nonlinear Steel Structures [Volume 6, Issue 12, 2012, Pages 17-31]
  • Ductility factor Determination of response modification factor, R, for gate bracing system using Incremental Dynamic Analysis method (IDA) [Volume 6, Issue 12, 2012, Pages 47-58]
E
  • Eccentric braced frame Comparison of Seismic Design Code and Rehabilitation Instruction for Eccentric Braced Frames [Volume 6, Issue 12, 2012, Pages 91-103]
  • Equivalent Plastic Strain I_Beam to Box_Column Rigid Connection without Internal Continuity Plate For Column-Tree Construction [Volume 6, Issue 11, 2012, Pages 5-15]
  • Explicit Dynamic Analysis Investigation of the progressive collapse of steel moment resistant frame structures [Volume 6, Issue 12, 2012, Pages 105-123]
F
  • Filling Sheet Experimental Study of Steel Plates’ Buckling Behavior Stiffened with Oblique Tubes as Suitable Shear Panels [Volume 6, Issue 11, 2012, Pages 17-29]
  • Finite element method I_Beam to Box_Column Rigid Connection without Internal Continuity Plate For Column-Tree Construction [Volume 6, Issue 11, 2012, Pages 5-15]
  • Finite element method An Analytical Study on Shear Transferring in Beam to Column Connections of Welded Steel Moment Frames [Volume 6, Issue 11, 2012, Pages 53-63]
G
  • Gate Bracing Determination of response modification factor, R, for gate bracing system using Incremental Dynamic Analysis method (IDA) [Volume 6, Issue 12, 2012, Pages 47-58]
  • Genetic Algorithm Topology Optimization of Bracing in Steel Frames by Genetic Algorithm [Volume 6, Issue 11, 2012, Pages 87-95]
  • Geometric Nonlinear Analysis Geometric Nonlinear Stability Analysis and Finding Simple Critical Points by Using Some Interpolation Functions [Volume 6, Issue 12, 2012, Pages 33-46]
  • Geometric nonlinearity Investigation of the progressive collapse of steel moment resistant frame structures [Volume 6, Issue 12, 2012, Pages 105-123]
I
  • Inceremental Dynamic Analisys Determination of response modification factor, R, for gate bracing system using Incremental Dynamic Analysis method (IDA) [Volume 6, Issue 12, 2012, Pages 47-58]
  • Incremental Dynamic Analysis Comparison of Approximate and Exact Methods of Incremental Dynamic Analysis in Seismic Evaluation of Steel Moment Resisting Frames [Volume 6, Issue 11, 2012, Pages 63-82]
  • Incremental Modified Pushover Comparison of Approximate and Exact Methods of Incremental Dynamic Analysis in Seismic Evaluation of Steel Moment Resisting Frames [Volume 6, Issue 11, 2012, Pages 63-82]
  • Interpolation of Tangent Stiffness Matrix Geometric Nonlinear Stability Analysis and Finding Simple Critical Points by Using Some Interpolation Functions [Volume 6, Issue 12, 2012, Pages 33-46]
K
  • Khourjeeni connection A Formula for calculating vertical stiffness of Khorjeeni connections [Volume 6, Issue 11, 2012, Pages 109-118]
M
  • Material Nonlinearity Investigation of the progressive collapse of steel moment resistant frame structures [Volume 6, Issue 12, 2012, Pages 105-123]
  • Modal Incremental Dynamic Analysis Comparison of Approximate and Exact Methods of Incremental Dynamic Analysis in Seismic Evaluation of Steel Moment Resisting Frames [Volume 6, Issue 11, 2012, Pages 63-82]
N
  • Natural Period Compare Natural Period and Behavior Factor Of Single Layer Schewedler and Ribbed Domes [Volume 6, Issue 12, 2012, Pages 69-77]
  • Nonlinear analysis An Analytical Study on Shear Transferring in Beam to Column Connections of Welded Steel Moment Frames [Volume 6, Issue 11, 2012, Pages 53-63]
  • Nonlinear dynamic analysis Damage Analysis of Steel Moment Frames Using Pushover Method [Volume 6, Issue 11, 2012, Pages 31-42]
  • Nonlinear Geometric Analysis Nonlinear Analysis of Space Frame with Semi-Rigid Connections [Volume 6, Issue 11, 2012, Pages 43-51]
  • Nonlinear static analysis Compare Natural Period and Behavior Factor Of Single Layer Schewedler and Ribbed Domes [Volume 6, Issue 12, 2012, Pages 69-77]
  • Nonlinear Structure Using Genetic Algorithm (GA) for Optimal Design of Active Mass Damper (AMD) for Nonlinear Steel Structures [Volume 6, Issue 12, 2012, Pages 17-31]
  • Nonlinear Structure Control Using Genetic Algorithm (GA) for Optimal Design of Active Mass Damper (AMD) for Nonlinear Steel Structures [Volume 6, Issue 12, 2012, Pages 17-31]
  • Non-polynomial Interpolation Function Geometric Nonlinear Stability Analysis and Finding Simple Critical Points by Using Some Interpolation Functions [Volume 6, Issue 12, 2012, Pages 33-46]
O
  • Overstrength factor Determination of response modification factor, R, for gate bracing system using Incremental Dynamic Analysis method (IDA) [Volume 6, Issue 12, 2012, Pages 47-58]
P
  • Pall friction damper Performance Evaluation of the Steel Frames with Pall Friction Damper Device [Volume 6, Issue 12, 2012, Pages 5-15]
  • Performance Evaluation Performance Evaluation of the Steel Frames with Pall Friction Damper Device [Volume 6, Issue 12, 2012, Pages 5-15]
  • Progressive collapse Investigation of the progressive collapse of steel moment resistant frame structures [Volume 6, Issue 12, 2012, Pages 105-123]
  • Pushover analysis Damage Analysis of Steel Moment Frames Using Pushover Method [Volume 6, Issue 11, 2012, Pages 31-42]
R
  • Rehabilitation Instruction Comparison of Seismic Design Code and Rehabilitation Instruction for Eccentric Braced Frames [Volume 6, Issue 12, 2012, Pages 91-103]
  • Response modification factor Determination of response modification factor, R, for gate bracing system using Incremental Dynamic Analysis method (IDA) [Volume 6, Issue 12, 2012, Pages 47-58]
S
  • Schewedler and Ribbed Domes Compare Natural Period and Behavior Factor Of Single Layer Schewedler and Ribbed Domes [Volume 6, Issue 12, 2012, Pages 69-77]
  • Semi-rigid connections Nonlinear Analysis of Space Frame with Semi-Rigid Connections [Volume 6, Issue 11, 2012, Pages 43-51]
  • Shear Transferring An Analytical Study on Shear Transferring in Beam to Column Connections of Welded Steel Moment Frames [Volume 6, Issue 11, 2012, Pages 53-63]
  • Spherical Arc-length Technique Geometric Nonlinear Stability Analysis and Finding Simple Critical Points by Using Some Interpolation Functions [Volume 6, Issue 12, 2012, Pages 33-46]
  • Stability Analysis Geometric Nonlinear Stability Analysis and Finding Simple Critical Points by Using Some Interpolation Functions [Volume 6, Issue 12, 2012, Pages 33-46]
  • Steel moment frame Damage Analysis of Steel Moment Frames Using Pushover Method [Volume 6, Issue 11, 2012, Pages 31-42]
  • Steel moment frame An Analytical Study on Shear Transferring in Beam to Column Connections of Welded Steel Moment Frames [Volume 6, Issue 11, 2012, Pages 53-63]
  • Steel Moment Resisting Frames Comparison of Approximate and Exact Methods of Incremental Dynamic Analysis in Seismic Evaluation of Steel Moment Resisting Frames [Volume 6, Issue 11, 2012, Pages 63-82]
  • Steel Sheet Steel Surface Defect Categorization Using Artificial Neural Networks and Uncomplicated Computational Indicators [Volume 6, Issue 12, 2012, Pages 59-68]
  • Stiffness of connection A Formula for calculating vertical stiffness of Khorjeeni connections [Volume 6, Issue 11, 2012, Pages 109-118]
  • Strap Stiffener Experimental Study of Steel Plates’ Buckling Behavior Stiffened with Oblique Tubes as Suitable Shear Panels [Volume 6, Issue 11, 2012, Pages 17-29]
  • Surface Defects Steel Surface Defect Categorization Using Artificial Neural Networks and Uncomplicated Computational Indicators [Volume 6, Issue 12, 2012, Pages 59-68]
T
  • Tube Stiffener Experimental Study of Steel Plates’ Buckling Behavior Stiffened with Oblique Tubes as Suitable Shear Panels [Volume 6, Issue 11, 2012, Pages 17-29]
V
  • Vertical stiffness A Formula for calculating vertical stiffness of Khorjeeni connections [Volume 6, Issue 11, 2012, Pages 109-118]