ISSN: 1226-7988
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KSCE Journal of Civil Engineering Q2 Unclaimed
KSCE Journal of Civil Engineering is a journal indexed in SJR in Civil and Structural Engineering with an H index of 60. It has an SJR impact factor of 0,534 and it has a best quartile of Q2. It has an SJR impact factor of 0,534.
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Publication frecuency: -


- €
Inmediate OANPD
Embargoed OA- €
Non OAMetrics
0,534
SJR Impact factor60
H Index426
Total Docs (Last Year)1153
Total Docs (3 years)16976
Total Refs2924
Total Cites (3 years)1152
Citable Docs (3 years)2.24
Cites/Doc (2 years)39.85
Ref/DocOther journals with similar parameters
Journal of Civil Engineering and Management Q2
Yantu Lixue/Rock and Soil Mechanics Q2
Fibers Q2
Journal of Performance of Constructed Facilities Q2
Journal of Hydraulic Engineering Q2
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Aims and Scope
Best articles by citations
Evaluation of time-dependent strain loss in CFRP eccentrically reinforced Shrinkage Compensating Concrete (SHCC) flexural members
View moreTemperature Field Reconstruction of Concrete Dams based on Distributed Optical Fiber Monitoring Data
View moreProbabilistic evaluation of economical factor of safety for the geotechnical design of pile axial load capacity
View moreStability of non-prismatic frames with flexible connections and elastic supports
View moreSediment threshold under stream flow: A state-of-the-art review
View moreThe approximate cost estimating model for railway bridge project in the planning phase using CBR method
View moreA new seismic well logging technique and its application
View moreComparing of loose and strong finite element partitioned coupling methods of acoustic fluid-structure interaction: Concrete dam-reservoir system
View moreSlurry Clogging Criteria for Slurry Shield Tunnelling in Highly Permeable Ground
View moreEffect of Temperature on Resistivity of CFRP Materials with Added Carbon Powder or Nano-silica
View moreCurvature ductility of RC sections based on eurocode: Analytical procedure
View moreInvestigation into the Effectiveness of Ultrasonic Tomography for Grouting Quality Evaluation
View moreState of the art of creep of concrete filled steel tubular arches
View moreCBR-genetic algorithm based design team selection model for large-scale design firms
View moreEstimating the flaw size in drilled shafts using an impulse response method
View moreOptimization of unconfined compressive strength of fine-grained soils modified with polypropylene fibers and additive materials
View moreDevelopment of Two-Dimensional Inundation Modelling Process using MIKE21 Model
View moreUtilization potential of fly ash together with silica fume in autoclaved aerated concrete production
View moreImproving the performance of full-depth repairs by understanding the failure mechanisms
View moreNon-bernoulli-compatibility truss model for RC members subjected to combined action of flexure and shear
View moreS-wave cross-hole logging for stone columns
View moreExtended cubic B-spline solution of the advection-diffusion equation
View moreHow automated speed enforcement may reduce travel time variability and result in travel time savings: The case study of the loop 101 speed enforcement program in Scottsdale, Arizona
View moreMathematical expression for the B-Jump sequent depth ratio on sloping bed
View more
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