On the public citation graph

Proposed Modifications to ACI 318-95 Tension Development and Lap Splice for High-Strength Concrete

https://doi.org/10.14359/766
0 signed · 30 inferred · view as graph

Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.

Is this your work? Sign in with ORCID and put your name on the claims that are yours.
Claim with ORCID
Reference health. See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

inferred← citeshttps://doi.org/10.2139/ssrn.4646173openalex-extracted
Ductility Improvement Of Gfrp Rc Beams Using Shortened Auxiliary Bars
inferred← citeshttps://doi.org/10.1002/pse.138openalex-snapshot
Design of high‐strength concrete members: state‐of‐the‐art
inferred← citeshttps://doi.org/10.1002/suco.202200501openalex-snapshot
Behavior of lap splices in reinforced concrete beams after bar yielding
inferred← citeshttps://doi.org/10.1007/bf02533083openalex-snapshot
Evaluation of the role of transverse reinforcement in confining tension lap splices in high strength concrete
inferred← citeshttps://doi.org/10.1007/s41024-025-00571-2openalex-snapshot
Study the behaviour of normal and lightweight R.C. columns under effect of fire
inferred← citeshttps://doi.org/10.1007/s42452-020-2907-9openalex-snapshot
Experimental and numerical investigation on the axial behavior of solid and hollow SIFCON columns
inferred← citeshttps://doi.org/10.1016/j.aej.2015.03.032openalex-snapshot
Flexural behaviour and ductility of high strength concrete (HSC) beams with tension lap splice
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.06.009openalex-snapshot
Behavior of high-performance mortar and concrete connections in precast concrete elements: Experimental investigation under static and cyclic loadings
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.113362openalex-snapshot
RETRACTED: Influence of bond-slip on the flexural performance and ductility of steel fibres-reinforced RC beams with lap-spliced bars: Experimental and finite element analysis
inferred← citeshttps://doi.org/10.1016/j.istruc.2017.04.004openalex-snapshot
A Review on Bond and Anchorage of Confined High-strength Concrete
inferred← citeshttps://doi.org/10.1016/j.istruc.2018.07.011openalex-snapshot
The performance of lap splices in RC beams under inelastic reversed cyclic loading
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.08.097openalex-snapshot
Stainless steel ring strengthened removable dowel bar connection system: Effect of key parameters and design recommendations
inferred← citeshttps://doi.org/10.1016/j.jksues.2020.04.001openalex-snapshot
Effect of hollow ratio and cross-section shape on the behavior of hollow SIFCON columns
inferred← citeshttps://doi.org/10.1016/j.jobe.2020.102090openalex-snapshot
RETRACTED: Effect of different fibre types on the structural performance of recycled aggregate concrete beams with spliced bars
inferred← citeshttps://doi.org/10.1061/(asce)1090-0268(2004)8:1(14)openalex-snapshot
Bond Strength of Tension Lap Splices in High-Strength Concrete Beams Strengthened with Glass Fiber Reinforced Polymer Wraps
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0003177openalex-snapshot
New Model for the Lap-Splice Length of Tensile Reinforcement in Concrete Elements
inferred← citeshttps://doi.org/10.1061/ppscfx.sceng-1323openalex-snapshot
Experimental Study of Flexural Behavior of Hybrid Beams Exposed to Flame: Normal and Ultrahigh-Performance Concrete
inferred← citeshttps://doi.org/10.1080/13287982.2024.2354645openalex-snapshot
Behavior of hybrid R.C. columns under the effect of fire furnace (experimental and numerical study)
inferred← citeshttps://doi.org/10.1108/02630800310511550openalex-snapshot
Flexural performance of concrete beam splices with different surrounding concretes
inferred← citeshttps://doi.org/10.1139/cjce-2013-0074openalex-snapshot
Flexural ductility of reinforced concrete beams with lap-spliced bars
inferred← citeshttps://doi.org/10.12989/sem.2007.27.1.063openalex-snapshot
Comparison of code provisions on lap splices
inferred← citeshttps://doi.org/10.1515/sjce-2015-0011openalex-snapshot
Behavior Of A Confined Tension Lap Splice In High-Strength Reinforced Concrete Beams
inferred← citeshttps://doi.org/10.1680/jstbu.19.00078openalex-snapshot
A precise splice-length model for reinforced concrete structures
inferred← citeshttps://doi.org/10.1680/macr.2004.56.9.545openalex-snapshot
Bond of high-strength concrete under monotonic pull-out loading
inferred← citeshttps://doi.org/10.1680/stbu.10.00065openalex-snapshot
Evaluation of tension lap splices for code provisions
inferred← citeshttps://doi.org/10.21608/auej.2022.253833openalex-snapshot
SHEAR BEHAVIOR OF SELF-COMPACTING CONCRETE BEAMS REINFORCED WITH B500WR AND STRENGTHENED WITH CFRP
inferred← citeshttps://doi.org/10.21608/jaet.2022.159060.1224openalex-snapshot
Flexural Behavior of Self-Compacting Concrete Beams with Steel Fiber Reinforcement with B500 Ribbed Rebar
inferred← citeshttps://doi.org/10.2478/cee-2023-0010openalex-snapshot
Applicability of Induction Furnace Steel Slag in RC Columns Subjected to Axial and Uniaxial Loading
inferred← citeshttps://doi.org/10.30684/etj.28.2.11openalex-snapshot
Bond Strength-Splice Length in Concrete Beams Confined by Transverse Reinforcement
inferred← citeshttps://doi.org/10.48084/etasr.8626openalex-snapshot
Compressive Strength of Square Short Concrete Columns reinforced with GFRP Bars produced with Recycled Demolition Aggregate
Editorial review for independent work. ICSAC — the Institute for Complexity Science and Advanced Computing — runs a structured editorial panel for researchers publishing outside journals, and publishes on CiteStamp rails. Submission is free and goes through ORCID: icsacinstitute.org/submit.