verified SJR 0,629 · Q2 • database Scopus / SJR & Web of Science indexed

United States · American Concrete Institute

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ACI Structural Journal

ACI Structural Journal is a journal indexed in SJR in Building and Construction and Civil and Structural Engineering with an H index of 142. It has an SJR impact factor of 0,629 and it has a best quartile of Q2. It is published in English. It has an SJR impact factor of 0,629.

ISSN: 0889-3241

Editorial: American Concrete Institute

Category: Building and Construction

Indexation: verifiedScopus / SJR verifiedWeb of Science

Unclaimed profile — some fields may be incomplete.

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SJR Impact Factor trending_up

0,629 Q2

H-index 142

Tasa de Aceptación pie_chart

23% Selectiva

Fuente Acceptance_Rate

Tiempo a publicación hourglass_top

NPD

Campo Sin dato

Coste de Publicación (APC) payments

NPD Subscription

Ruta Non-OA NPD

Metrics

Campos Scimago / CoP — sin series inventadas

Scopus / SJR Web of Science

SJR Impact

0,629

H-index

142

Docs (year)

Docs 3y

397

Total refs

3201

Cites 3y

718

Citable 3y

396

Cites/Doc 2y

1.68

Ref/Doc

35.57

Immediate OA

—

Embargoed OA

NPD

Non OA / Submission

—

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Best articles by citations

Cyclic Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Exterior Beam-Column-Slab Connections

Variable Shear Span-Depth Ratios for Reinforced Concrete Beams Strengthened with Various CFRP Configurations

Estimation of Long-Term Prestress Losses in Post-Tensioned Girders

Ductility Enhancement in Beam-Column Connections Using Hybrid Fiber-Reinforced Concrete

Drop Weight Testing on Concrete Beams and ACI Design Equations for Maximum and Residual Deflections under Low-Velocity Impact

Diagonal Tension Failure of Reinforced and Prestressed Concrete Member

Determining Efficient Strut-and-Tie Models for Simply Supported Beams Using Minimum Strain Energy

Design Implications of Large-Scale Shaking Table Test on Four-Story Reinforced Concrete Building

Depth Effect in Deep Beams

Deflections Considering Twist Angles for Curved Concrete Girders

Cyclic Testing of Moderate-Aspect-Ratio Reinforced Concrete Structural Walls

Cyclic Loading Test of Reinforced Concrete Frame with Precast-Prestressed Flooring System

SHOW MORE ARTICLES

Cyclic Behavior of Reinforced Concrete Flexural Members Using High-Strength Flexural Reinforcement

An Appraisal of Steel Fibers as Minimum Shear Reinforcement in Concrete Beams

Curvature Limitations for Concrete Box-Girder and Solid Slab Bridges

Correlation of Strand Surface Quality to Transfer Length

Control of Cracking in Precast, Prestressed Concrete Panels for Bridge Decks

Condition Assessment of Prestressed Concrete Beams Using Cyclic and Monotonic Load Tests

Closed-Form Solution for Shear Strength of Steel Fiber-Reinforced Concrete Beams

Bond-slip-strain relationship in transfer zone of pretensioned concrete elements

Bond Stress-Slip Prediction under Pullout and Dowel Action in Reinforced Concrete Joints

Bond Stress-Slip Model for 0.6 in. (15.2 mm) Diameter Strand

Behavior of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber-Reinforced Polymer - Experimentation

Behavior of Curved Post-Tensioned Concrete Structures without Through-Thickness Reinforcement

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