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
Development of a Real-Time Two-Layer Adaptive Control System for Reducing Seismic Responses of High-Rise Structures Using Hyper-Adaptation and the Extremum Seeking Algorithm
Advancements, Challenges, and Future Prospects of Structural Lightweight Concrete: Emphasizing the Role of Fly Ash in Sustainable Construction
Hybrid Boundary-Finite Element Method for Modeling Artificial Freezing in Soil Environment Including Rock Type Inhomogeneities
The effect of the block on the tunnel structure in the outlet keys of the piano key weir on its downstream local scour
Prediction of Compressive Strength of Fly Ash Concrete Using Machine Learning Models
Modeling the Influence of Passive Coatings on Steel Nanofiber Mechanics Using a Core–Shell Framework
Analysis of Damage Parameters of Marble Under Uniaxial Compressive Loading Using Grain-Based Finite Element Simulation and a Damage Constitutive Model
Current Issue: Volume 58, Issue 1, April 2026, Pages 1-148 

Keywords Cloud

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