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Seismic Behavior of Short Coupling Beams with Different Reinforcement Layouts |
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Finite Element Modeling of Reinforced Concrete Beam-Column Connections |
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Behavior of Slender High-Strength Concrete Columns |
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Identification of Damage in Reinforced Concrete Beams Subjected to Corrosion |
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Evaluation of Short-Term Deflections of Partially PrestressedConcrete Members |
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Partial Prestressing in Concrete Corbels and Deep Beams |
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Flexible Anchor Baseplates: Loading andEffect of Plate Flexibility and Preload onCapacity |
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Pretensioned Prestressed Concrete Memberswith Bonded Fiber Reinforced Plastic Tendons:Development and Flexural Bond Lengths (Static) |
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Critical Assessment of ACI 318 Eq. (18-3)for Prestressing Steel Stress at Ultimate Flexure |
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Guide to Consolidation of Concrete in Congested Areas |
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Abstract of: Shear Reinforcement for Slabs |
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Shear Design of High- and Normal StrengthConcrete Beams with Web Reinforcement |
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Shear Response, Deformations, and Subgrade Stiffness of aDowel Bar Embedded in Concrete |
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Shear Behavior of Steel Fiber Reinforced Concrete Beams |
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A Critical Review |
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Across-Wind Loading on Reinforced Concrete Chimneysof Circular Cross-SectionB. J. Vickery* |
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Abstract of: Joints in Concrete Structures |
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Effect of Thickness of Concrete Cover on Shear-TorsionInteraction-An Experimental Investigation |
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Abstract of: State-of-the-Art-Report on Flber Reinforced Plastic (FRP)for Concrete Structures |
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Steel Fibers as Shear Reinforcement in Partially Prestressed Beams |
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In-Plane Behavior of Grouted Concrete Masonry underBiaxial Tension-Compression |
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Behavior of Reinforced Concrete MembraneElements in Shear |
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Spall Damage to Concrete Walls from Close-In Cased andUncased ???Explosions in Air |
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Ultimate Partially Stress for Unbonded Post-Tensioning Tendons InPrestressed Beams |
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Tensile Capacity of Anchors with Partial or Overlapping Failure Surfaces: Evaluation of Existing Formulas on an LRFD Basis |
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Seismic Retrofit of Reinforced Concrete BuildingsDesigned for Gravity Loads: Performance of StructuralModel |
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Global Warming You Say? OK, But What About My Concrete? |
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Straight Talk About Anchorage to Concrete-Part II |
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Story Stability and Minimum Bracing in RC FramedStructures: A Genera l Approach |
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Influence of Web Reinforcement on the Cyclic Response ofStructural Walls |
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Effects of Epoxy Coating on Anchorage and Developmentof Welded Wire Fabric |
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Stress Transfer Mechanism of Socket Base Connectionswith Precast Concrete Columns |
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Shaking Table Tests of Three-Dimensional Scale Models \of Reinforced Concrete High-Rise Frame Structureswith Wall Columns |
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The Design of Nonflexural Members withNormal and High-Strength Concretes |
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Splice Strength of High Relative Rib Area Reinforcing Bars |
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Tension Stiffening in Reinforced Concrete MembraneElements |
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Strengthening with Shear Collars |
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Designing T-Beams for Less Ductility than Required by ACI |
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Tensile Capacity of Single Anchors in Concrete: Evaluationof Existing Formulas on an LRFD Basis |
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Grouted Precast Concrete Column Connections underReversed Cyclic Bending and Compression |
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The Effect of Thick Concrete Cover on the MaximumFlexural Crack Width under Service Load |
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Reinforced Concrete T-Beams with Large Web Openings inPositive and Negative Moment Regions |
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Orthotropic Shells |
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Stringer Panel Model for Structural Concrete Design |
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Analysis of Reinforced Concrete Members Subject toShear and Axial Compression |
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Bond Strength of Noncontact Tension Lap Splices |
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Flexural Behavior of Reinforced Concrete Masonry Wallsunder Out-of-Plane Monotonic Loads |
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Intrinsic Mechanisms in Reinforced Concrete Beam-ColumnConnection Behavior |
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Development Length Criteria for Conventional and HighRelative Rib Area Reinforcing Bars |
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Tension Tests of Heavy-Duty Anchors withEmbedments of 8 to 19 Inches |
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