Amirkabir Journal of Civil Engineering

Amirkabir Journal of Civil Engineering

Amirkabir Journal of Civil Engineering

Journal Archive


2024 CiteScore: 0.4

 

Amirkabir Journal of Civil Engineering is a double-blind peer-reviewed monthly journal, owned, managed, and published by Amirkabir University of Technology since 2009 and is indexed in Scopus now. The journal publishes original full-length articles, reviews, and letters relevant to all civil engineering fields including water and hydraulic structures, structural analysis, transportation, and transportation, construction materials, masonry, concrete structures, steel structures, environmental pollution, building materials, soil mechanics and foundation engineering, earthquake and construction management and control.

Journal Title

 Amirkabir Journal of Civil Engineering

P-ISSN

 2588-297X

E-ISSN

 2588-2988

Frequency

 Monthly

Editor-in-Chief

 Alireza Rahai, Ph.D.

Language 

 Persian Fulltexts with English Extended Abstracts

Plagiarism Checker

 iThenticate

Peer Review Policy

 Double-blind

Article Processing Charges

 No APC (Free)

Average Review Time

 4 Months

Acceptance Rate

 29%

Owner & Publisher

 Amirkabir University of Technology, Iran.

 

Most Visited Articles
A Comparison between the Performance of RBF-MQ Method and Cell-Centered Finite Volume Method in Solving 2d Wave Equation
An Investigation of the Effect of Combined Stone Columns and Piles on Settlement Mitigation and the Key Factors Influencing the Bearing Capacity of Stone Columns
Numerical Investigation of the Seismic Behavior of RC Frames Strengthened at the Column-Base Region with HPFRCC Sheets Reinforced with GFRP Bars under Cyclic Loading
Experimental Investigation of Aeroelastic Behavior of a Shallow Π-Shaped Bridge Deck during Construction Stage
Evaluation of the Mechanical Properties and Durability of Aeolian Sand Stabilized with Emulsion Copolymers
Investigating the Influence of Specimen Size on the Uniaxial Compressive Strength and Elastic Modulus of Granite through Grain-Based Numerical Modeling
Effect of Temperature-Specimen Geometry on Pure Shear Crack Resistance of Cemented Rock-Like Materials
Current Issue: Volume 58, Issue 6, 2026 (in progress) 

Keywords Cloud

  • optimization
  • Numerical modeling
  • Compressive Strength
  • Ductility
  • Mechanical Properties
  • genetic algorithm
  • finite element method
  • Concrete
  • Soil Stabilization
  • Incremental dynamic analysis
  • Bearing Capacity
  • Durability
  • energy dissipation
  • Cyclic loading
  • artificial neural network
  • Discharge Coefficient
  • damage detection
  • Fragility curve
  • Sand
  • Dynamic analysis
  • finite element
  • seismic performance
  • Shear Strength
  • zeolite
  • Cement
  • Uncertainty
  • Finite element analysis
  • Soil-structure interaction
  • nonlinear dynamic analysis
  • Permeability
  • Geogrid
  • Sensitivity analysis
  • Wavelet transform
  • Clay
  • Machine learning
  • Reinforced concrete
  • Triaxial Test
  • Soil improvement
  • Nonlinear Analysis
  • Earthquake
  • Settlement
  • cyclic behavior
  • Liquefaction
  • Geopolymer
  • numerical simulation
  • Fragility Curves
  • Structural health monitoring
  • Steel Moment Frame
  • Abaqus
  • Self-Compacting Concrete
  • Sandy Soil
  • statistical analysis
  • Temperature
  • behavior factor
  • fly ash
  • Retrofitting
  • Buckling
  • Steel Plate Shear Wall
  • Project management
  • stiffness
  • Monte Carlo simulation
  • Municipal solid waste
  • Lime
  • Rutting
  • Risk Management
  • Artificial Intelligence
  • Tall Building
  • ENVIRONMENT
  • Silica fume
  • Fracture Toughness
  • Stiffener
  • Simulation
  • strength
  • Reliability
  • pushover analysis
  • Seismic behavior
  • Local scour
  • stepped spillway
  • Nanoclay
  • Cadmium
  • concrete pavement
  • Nonlinear Static analysis
  • moisture damage
  • Pile
  • CFRP
  • Stone Column
  • Seepage
  • Semi-Active Control
  • Image processing
  • Direct Shear Test
  • Bentonite
  • Shear Wall
  • Reinforced soil
  • Microstructure
  • surface free energy
  • Bridge
  • Experimental study
  • Neural Network
  • Reinforcement
  • Tensile Strength
  • Physical Modeling
  • Flotation
  • Steel Fibers
  • Safety
  • OpenSEES
  • residual displacement
  • Clay soil
  • risk assessment
  • Fuzzy Logic
  • Carbonate Sand
  • Groundwater
  • Opening
  • Clayey Soil
  • Progressive Collapse
  • Construction industry
  • Metakaolin
  • Cracking
  • Shear Capacity
  • Fatigue
  • Stabilization
  • Passive control
  • Energy Absorption
  • Fracture mechanics
  • Damping Ratio
  • Earth Dam
  • Uplift force
  • near-fault earthquake
  • Crack
  • Base Isolation
  • Finite volume method
  • POROSITY
  • Blast Loading
  • Fiber concrete
  • Numerical Analysis
  • incremental dynamic analysis (IDA)
  • Explosion
  • Asphalt Mixture
  • AHP
  • Uniaxial compressive strength
  • discrete element method
  • Prediction
  • signal processing
  • bridge pier
  • Adsorption
  • polypropylene fibers
  • XRD
  • Support Vector Machine
  • Deep learning
  • Strengthening
  • FRP
  • Seismic Analysis
  • Seismic Response
  • MR damper
  • Water Absorption
  • Flexural Strength
  • return period
  • damage index
  • Air pollution
  • self-consolidating concrete
  • collapse potential
  • Confinement
  • Pavement Management System
  • IDA
  • Glass powder
  • Imperialist Competitive Algorithm
  • time history analysis
  • Fuzzy
  • Hot mix asphalt
  • HPFRCC
  • Asphalt mixtures
  • Ion flotation
  • Collapsible soil
  • Pozzolan
  • Non-linear Analysis
  • numerical Model
  • FRP Bars
  • Kaolinite
  • cylindrical chamber
  • Cohesion
  • Graphene oxide
  • Seismic retrofitting
  • steel shear wall
  • Geopolymer Concrete
  • energy loss
  • Drift
  • Calcined Clay
  • Numerical Modelling
  • Concrete Gravity Dam
  • Failure mode
  • Shape Memory Alloy
  • Performance level
  • Portland cement
  • Flexural Strengthening
  • Buckling Restrained Brace
  • Excavation
  • Geopolymer mortar
  • Wastewater treatment plant
  • GIS
  • Moisture Susceptibility
  • Pavement Management