PCI Journal

Papers
(The median citation count of PCI Journal is 0. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-03-01 to 2024-03-01.)
ArticleCitations
Flexural design of precast, prestressed ultra-high-performance concrete members8
Structured-light three-dimensional scanning for process monitoring and quality control in precast concrete production7
Seismic behavior of unbonded post-tensioned precast concrete members with thin rubber layers at the jointed connection7
Post-fire seismic performance of precast reinforced concrete columns6
Development of a double-tee flange connection using shape memory alloy rods4
Full-scale flexural testing of slabs made of modular structural concrete insulated panels3
Investigation of measured prestress losses compared with design prestress losses in AASHTO Types II, III, IV, and VI bridge girders2
Practical ultra-high-strength concrete for precast concrete applications2
Mechanical and bond properties of Grade 2205 duplex high-strength stainless steel strand2
Saint-Venant torsion constant of modern precast concrete bridge girders2
Structural integrity of precast concrete modular construction2
Foam-void precast concrete double-tee members2
Structural behavior of continuous two-span prestressed concrete T beams with different tendon profiles2
Live-load distribution of an adjacent box-beam bridge: Influence of bridge deck2
Making offices and construction sites safer from SARS-CoV-22
Background for the new PCI recommended practice on strand bond1
Flexural strength of post-tensioned concrete-filled fiber-reinforced polymer rectangular tube beams1
Seismic design force level for precast concrete diaphragms1
"Impact of shear connectors on composite action in full-depth precast concrete bridge systems"1
Proposed lump-sum formulas for long-term prestress losses1
Flexural behavior of full-scale, carbon-fiber-reinforced polymer prestressed concrete beams1
Modifications to ACI 318 shear design method for prestressed concrete members: Detailed method1
The new ACI code for the design of GFRP reinforced concrete1
Impact of pile-to-cap fixity on the design and behavior of sensitive structures1
A novel reinforced-concrete buckling-restrained brace for precast concrete lateral-load-resisting frames1
Factors affecting web-shear capacity of hollow-core slabs with filled cores 1
Investigating UHPC in deck bulb-tee girder connections, part 1: Analytical investigation1
Bond of prestressing strand to concrete1
Experimental background behind new AASHTO LRFD specifications for partially partially debonded strands1
Investigating UHPC in deck bulb-tee girder connections, part 2: Full-scale experimental testing0
The Most Impactful Changes from ACI 318-14 to ACI 318-190
Simplified Models for Composite Elastic Behavior of Precast Concrete Insulated Wall Panels0
Introducing Prestressed Concrete0
Experimental investigation of a novel reinforced concrete buckling-restrained brace0
"Evaluating fatigue, relaxation, and creep rupture of carbon-fiber- reinforced polymer strands for highway bridge construction"0
Ultra-high-performance concrete research at PCI0
Measurements of rotational stiffness for precast concrete girder transport vehicles—part I0
Structural grouting of load-bearing precast concrete elements: Issues and solutions0
Precast, prestressed concrete products for infrastructure0
Long-term behavior of precast, prestressed concrete sandwich panels reinforced with carbon-fiber-reinforced polymer shear grid0
Expected compressive strength in precast, prestressed concrete design: Review and discussion of regional practice0
Optimized ultra-high-performance concrete horizontally curved bridge superstructure0
Design and cyclic testing of a gusset plate connection for precast concrete buckling-restrained braced frames0
Parametric study of depth to maximum bending moment for prestressed concrete piles resisting lateral load0
Recommended practice to assess and control strand/concrete bonding properties of ASTM A416 prestressing strand0
Influence of hollow-core wall panels on the cyclic behavior of different types of steel framing systems0
A prediction model for chloride-ion ingress in concrete sleepers0
An analytical study of precast, prestressed concrete girder spans using 0.7 in. strand0
Numerical and digital image correlation study of the flexural behavior of prestressed ultra-high-performance concrete beams made from locally available materials0
High-cycle fatigue tests of pretensioned concrete beams0
Axial load behavior of reinforced concrete columns with high-strength steel coiled strips as confinement0
Expected compressive strength in precast, prestressed concrete design: A methodology to analyze regional strength results0
Appendix: Section Properties of Standard Precast Concrete Girders0
Experimental investigation of full-scale post-tensioned composite AASHTO beams prestressed with carbon-fiber-reinforced polymer cables0
Research for All0
Experimental study on the use of compound alkaline materials to solidify lake sediments0
Comparison of the design of prestressed concrete hollow-core floor units with Eurocode 2 and ACI 3180
Seismic design and analysis of precast concrete buckling-restrained braced frames0
Investigation of repair techniques for deteriorated end regions of prestressed concrete bridge girders0
Shear transfer in bolted precast concrete column connections0
PCI-funded research on insulated wall panels shows their strength0
New lock at Kentucky Dam: Analysis and design of precast concrete cofferdams0
Differences in moment redistribution in concrete beams prestressed with bonded and unbonded tendons0
Experimental investigation of 0.6 in. diameter strand lifting loops0
Collapsed Pittsburgh bridge replaced in less than a year0
Comparison of the design of composite prestressed concrete hollow-core floor units between Eurocode 2 and ACI 3180
Influence of structural form on hydration-heat-induced temperature rise of precast concrete lining segments for a metro transit station0
Experimental and numerical study of a motion amplification mechanism to enhance the seismic energy-dissipation capacity of precast, post-tensioned concrete rocking systems0
Numerical modeling of inverted-U-shaped connectors to enhance the performance of composite beams0
Diaphragm Seismic Design0
Use of unstressed strands for connections of precast concrete members0
Seismic performance of a ductile rod exterior connection system for precast concrete industrial buildings0
Behavior of reinforcing bar connections of hollow-core slabs to masonry walls under in-plane forces0
Supply chain management for modular construction using building information modeling0
Axial load limit considerations for 14 in. square prestressed concrete piles0
Headed-stud connections0
Development of load-resistance-factor-design-based prestressed concrete tub girders in Colorado0
Enhanced camber and deflection estimation for AASHTO prestressed concrete girders0
Fillet welding of skewed reinforcing steel to steel plate0
Evolution of the L-shaped spandrel beam0
Building information modeling project coordination: The all-in approach0
Review of supplementary cementitious materials with implications for age-dependent concrete properties affecting precast concrete0
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