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 and cell-centered finite volume methods in solving 2d wave equation
Numerical Investigation of the Seismic Behavior of Reinforced Concrete Frames Strengthened at the Column Base Using HPFRCC Sheets Reinforced with GFRP Bars under Cyclic Loading
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
Experimental Investigation of Aeroelastic Behavior of a Shallow Π-Shaped Bridge Deck during Construction Stage
Assessment of Mechanical Properties and Durability of Wind-Blown 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
  • energy dissipation
  • Cyclic loading
  • Durability
  • artificial neural network
  • Discharge Coefficient
  • Fragility curve
  • damage detection
  • Sand
  • Shear Strength
  • Cement
  • Uncertainty
  • zeolite
  • Dynamic analysis
  • seismic performance
  • finite element
  • Finite element analysis
  • Soil-structure interaction
  • nonlinear dynamic analysis
  • Geogrid
  • Permeability
  • Soil improvement
  • Clay
  • Sensitivity analysis
  • Machine learning
  • Triaxial Test
  • Wavelet transform
  • Reinforced concrete
  • Nonlinear Analysis
  • Earthquake
  • Settlement
  • cyclic behavior
  • numerical simulation
  • Fragility Curves
  • Abaqus
  • Structural health monitoring
  • Steel Moment Frame
  • Geopolymer
  • Liquefaction
  • Buckling
  • Sandy Soil
  • Temperature
  • Retrofitting
  • behavior factor
  • fly ash
  • statistical analysis
  • Project management
  • Steel Plate Shear Wall
  • Self-Compacting Concrete
  • Monte Carlo simulation
  • stiffness
  • Tall Building
  • Artificial Intelligence
  • Lime
  • Rutting
  • Fracture Toughness
  • Risk Management
  • Silica fume
  • Municipal solid waste
  • Simulation
  • pushover analysis
  • Stiffener
  • Reliability
  • ENVIRONMENT
  • strength
  • Seismic behavior
  • Local scour
  • Nanoclay
  • Cadmium
  • concrete pavement
  • Numerical Analysis
  • CFRP
  • Pile
  • Semi-Active Control
  • Stone Column
  • Nonlinear Static analysis
  • Image processing
  • moisture damage
  • Bentonite
  • Reinforced soil
  • Direct Shear Test
  • Shear Wall
  • Seepage
  • Microstructure
  • surface free energy
  • Bridge
  • Neural Network
  • OpenSEES
  • Reinforcement
  • residual displacement
  • Physical Modeling
  • Safety
  • Steel Fibers
  • Flotation
  • Tensile Strength
  • Experimental study
  • Strengthening
  • stepped spillway
  • Clay soil
  • Shear Capacity
  • Fatigue
  • Carbonate Sand
  • Groundwater
  • Opening
  • Fuzzy Logic
  • Clayey Soil
  • Construction industry
  • risk assessment
  • Cracking
  • Progressive Collapse
  • Stabilization
  • Fracture mechanics
  • Passive control
  • Energy Absorption
  • Damping Ratio
  • Earth Dam
  • Uplift force
  • Crack
  • POROSITY
  • Metakaolin
  • Finite volume method
  • Blast Loading
  • near-fault earthquake
  • Explosion
  • Asphalt Mixture
  • Fiber concrete
  • incremental dynamic analysis (IDA)
  • discrete element method
  • AHP
  • Prediction
  • signal processing
  • Uniaxial compressive strength
  • Support Vector Machine
  • Adsorption
  • bridge pier
  • polypropylene fibers
  • XRD
  • Water Absorption
  • FRP
  • Deep learning
  • Seismic Analysis
  • Seismic Response
  • Base Isolation
  • MR damper
  • Flexural Strength
  • return period
  • Air pollution
  • self-consolidating concrete
  • IDA
  • damage index
  • Confinement
  • Pavement Management System
  • collapse potential
  • Fuzzy
  • Imperialist Competitive Algorithm
  • time history analysis
  • Ion flotation
  • Asphalt mixtures
  • HPFRCC
  • Hot mix asphalt
  • Pozzolan
  • Collapsible soil
  • numerical Model
  • cylindrical chamber
  • Non-linear Analysis
  • Cohesion
  • Reinforced Concrete Beam
  • FRP Bars
  • Glass powder
  • Graphene oxide
  • Seismic retrofitting
  • steel shear wall
  • Drift
  • energy loss
  • Calcined Clay
  • Numerical Modelling
  • Concrete Gravity Dam
  • Failure mode
  • Geopolymer Concrete
  • Shape Memory Alloy
  • Excavation
  • Portland cement
  • Flexural Strengthening
  • Kaolinite
  • Buckling Restrained Brace
  • Wastewater treatment plant
  • Performance level
  • Geopolymer mortar
  • GIS
  • Moisture Susceptibility