Journal of Steel & Structure

Journal of Steel & Structure

Journal Statistics
Number of Volumes 19
Number of Issues 49
Number of Contributors 637
Article View 29,038
PDF Download 21,404
View Per Article 83.68
PDF Download Per Article 61.68
Number of Submissions 37
Rejected Submissions 8
Rejection Rate 22
Accepted Submissions 18
Acceptance Rate 49
Time to Accept (Days) 68
Number of Indexing Databases 12
Number of Reviewers 172

 

The Journal of Steel & Structure is a peer-reviewed, open-access quarterly publication dedicated to advancing scientific knowledge in the field of steel structures. The journal is published by the Iranian Society of Steel Structures (ISSS) and is officially licensed by the Publications Commission of the Ministry of Science, Research, and Technology, under license number 3/2910/95.

 

Manuscript Submission, Review, and Publication Process

  • All submitted manuscripts are first screened using plagiarism detection software, followed by “double-blind peer review” to ensure the originality and validity of the content.
  • The journal adheres to the ethical guidelines of the Committee on Publication Ethics (COPE) and is committed to preventing research misconduct.
  • Articles published in the journal are assigned a Digital Object Identifier (DOI), and there is no article processing or publication fee.

 

 

The Journal of Steel & Structure is indexed in several national and international academic databases, including DOAJ, SID, ISC, Google Scholar, and other reputable indexing services.

In addition, selected high-quality papers from national and international Steel & Structure conferences are published in the journal after undergoing expert peer review.

 

 

Keywords Cloud

  • Ductility
  • Incremental Dynamic Analysis
  • Steel moment frame
  • Finite element method
  • Nonlinear dynamic analysis
  • Steel structures
  • Progressive collapse
  • Seismic Performance
  • seismic behavior
  • Energy dissipation
  • Eccentrically braced frame
  • Nonlinear static analysis
  • Stiffener
  • Steel frame
  • stiffness
  • Plastic hinge
  • Steel Shear Wall
  • hysteresis curve
  • time history analysis
  • steel plate shear wall
  • Genetic Algorithm
  • Nonlinear analysis
  • semi-rigid connection
  • cyclic loading
  • Friction damper
  • rigid connection
  • Damage index
  • link beam
  • finite element modeling
  • Behavior factor
  • Nonlinear time history analysis
  • Shape memory alloy
  • ABAQUS
  • Cyclic behavior
  • optimization
  • finite element analysis
  • Composite Shear Wall
  • Local buckling
  • Damage detection
  • Second-order effects
  • Fragility curves
  • Pushover analysis
  • Viscous dampers
  • Damper
  • Moment connection
  • Passive control
  • Nonlinear behavior
  • experimental study
  • Seismic Rehabilitation
  • Seismic response
  • Lateral-Torsional Buckling
  • Steel Moment-Resisting Frame
  • steel buildings
  • Component Method
  • Near-Field Record
  • Monte Carlo simulation
  • Buckling
  • seismic isolation
  • Performance Based Design
  • Hysteretic Energy
  • ABAQUS software
  • reduced beam section
  • Slit damper
  • BRB
  • steel frames
  • Artificial Neural Networks
  • seismic retrofit
  • Ductility factor
  • Self-centering connection
  • composite beam
  • Stability
  • Finite element model
  • Panel zone
  • Velocity Pulse
  • Tuned mass damper
  • Seismic Design
  • Steel Moment Frames
  • Wavelet
  • Elliptical Roller Damper
  • Force Modification Factor
  • Outrigger
  • Nonlinear Structure
  • Direct Analysis Method
  • plate-frame interaction theory
  • Performance based plastic design
  • Semi Rigid
  • Virtual work method
  • Modal Incremental Dynamic Analysis
  • Low Yield Point Steel (LYP)
  • Plane steel frames
  • Gable frames
  • stud
  • buckling restrained braces earthquake
  • through bolt
  • CFT composite column
  • external diaphragm
  • residual inter-story drift
  • Steel skeleton
  • Equilibrium path
  • Delta stiffener
  • Linked column system
  • Superelastic
  • Beam-to-column flexural connection
  • Nonlinear response
  • Box link beam
  • T-shaped connection
  • energy method
  • Steel Moment Connection
  • frame
  • High strength steel
  • Reinforced Concrete Core
  • Intermediate Connectors
  • T-Stiffeners
  • Critical Load
  • nonlinear time history analysis (NLTHA)
  • Shear fuse
  • Seismic vulnerability
  • Energy absorption
  • Finite differences method
  • Double Channel
  • Strength
  • Shear buckling
  • seismic base isolator
  • Non-prismatic columns
  • Special moment resisting frame
  • Column Splice
  • IDA Analysis
  • Fuse
  • post-tensioned
  • Time-history analysis
  • Time History
  • Performance index
  • earthquake
  • Sensitivity analysis
  • Moment-rotation curve
  • Self-Centering
  • drift
  • cyclic analysis
  • yielding Damper
  • Response modification factor
  • Remaining useful life
  • TRIP steel
  • Near-field earthquakes
  • Multi-Objective Optimization
  • cyclic load
  • Shear strength
  • Buckling Restrained Brace
  • Seismic Evaluation
  • Thin Steel Plate Shear Wall
  • Buckling Restrained Braces (BRB)
  • Post-Tensioned Connections
  • Modal Analysis
  • End plate
  • Structural Optimization
  • Near-fault earthquake
  • Forward Directivity
  • Post buckling
  • Semi-rigid connections
  • Reinforced concrete shear wall
  • structural health monitoring
  • special steel moment frame
  • structural control
  • moment resisting frame
  • Base isolation
  • Perforated
  • Aftershock
  • Tapered Columns
  • Blast loading
  • Equivalent Plastic Strain
  • Plate Girder
  • Time Delay
  • gusset plate
  • Non-linear analysis
  • Modal Pushover Analysis
  • OpenSees
  • EBF
  • Framed Tube
  • Artificial Neural Network
  • steel beam
  • reliability analysis
  • nonlinear static and dynamic analysis
  • Flexural capacity
  • Hysteresis diagram
  • Box column
  • eccentrically braced frames
  • steel structure
  • viscous damper
  • Blast load
  • Near fault earthquake
  • Dynamic analysis
  • concentrically braced frame
  • Stability Analysis
  • Drilled flange connection
  • Nonlinear static procedure
  • Rocking motion
  • Eccentricity
  • Pushover
  • Seismic risk
  • Crack
  • PSO algorithm