ACI structural journal

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  Año 2005, Número 1

  • Shear Strength of Joints in Precast Concrete Segmental Bridges

    X. Zhou, N. Mickleborough

    págs. 3-11

    

  • Nonslender Column Limits for Braced and Unbraced Reinforced Concrete Members

    J. Hellesland

    págs. 12-21

    

  • Development/Splice Length of Reinforcing Bars

    M. R. Esfahani, M. R. Kianoush

    págs. 22-30

    

  • Long-Term Tension-Stiffening Effects in Concrete

    A. W. Beeby, R. H. Scott

    págs. 31-39

    

  • Durability Evaluation of Carbon Fiber-Reinforced Polymer Strengthened Concrete Beams: Experimental Study and Design

    N. F. Grace, S. B. Singh

    págs. 40-53

    

  • Damage-Based Stress-Strain Model for Fiber-Reinforced Polymer-Confined Concrete

    C. P. Pantelides, D. A. Moran

    págs. 54-61

    

  • Comparison of Confinement Models for Fiber-Reinforced Polymer-Wrapped Concrete

    A. J. S. Dent, L. A. Bisby

    págs. 62-72

    

  • Development and Validation of Fiber Model for High-Strength Square Concrete-Filled Steel Tube Beam-Columns

    A. H. Varma

    págs. 73-84

    

  • Fatigue Life of Damaged Bridge Deck Panels Strengthened with Carbon Fiber Sheets

    J. Sim, H. Oh, C. Meyer

    págs. 85-92

    

  • Use Of Fiber-Reinforced Polymers in Slab-Column Connection Upgrades

    O. Bayrak, B. Binci

    págs. 93-102

    

  • Experimental Investigation of Column-Slab Joints

    A. A. Shah

    págs. 103-113

    

  • Design and Seismic Testing of Two-Story, Full-Scale Autoclaved Aerated Concrete Assemblage Specimen

    J. L. Varela, J. E. Tanner, R. E. Klingner

    págs. 114-119

    

  • Equivalent Uniform Moment Diagram Factor for Composite Columns in Minor Axis Bending

    S. A. Mirza, T. K. Tikka

    págs. 120-130

    

  • Seismic Upgrade of Interior Beam-Column Subassemblages with High-Performance Fiber-Reinforced Concrete Jackets

    M. A. Alhassan, M. J. Shannag

    págs. 131-138

    

  • Analytical and Experimental Studies of Fiber-Reinforced Polymer-Strengthened Concrete Beams Under Impact Loading

    H. Saadatmanesh, T. Tang

    págs. 139-149

    

  • Design of Concrete Members Subjected to Uniaxial Bending and Compression Using Reiforcement Sizing Diagrams

    Enrique Hernández Montes

    págs. 150-158

    

  • Experimental Study on Seismic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beams

    G. J. Parra-Montesinos, B. A. Canbolat

    págs. 159-178