PCI Journal

Papers
(The TQCC of PCI Journal is 1. 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 2020-05-01 to 2024-05-01.)
ArticleCitations
Flexural design of precast, prestressed ultra-high-performance concrete members9
Structured-light three-dimensional scanning for process monitoring and quality control in precast concrete production8
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
Investigation of measured prestress losses compared with design prestress losses in AASHTO Types II, III, IV, and VI bridge girders3
Structural integrity of precast concrete modular construction3
Structural behavior of continuous two-span prestressed concrete T beams with different tendon profiles3
Full-scale flexural testing of slabs made of modular structural concrete insulated panels3
Saint-Venant torsion constant of modern precast concrete bridge girders2
Foam-void precast concrete double-tee members2
Practical ultra-high-strength concrete for precast concrete applications2
Mechanical and bond properties of Grade 2205 duplex high-strength stainless steel strand2
Live-load distribution of an adjacent box-beam bridge: Influence of bridge deck2
Making offices and construction sites safer from SARS-CoV-22
Proposed lump-sum formulas for long-term prestress losses1
Flexural behavior of full-scale, carbon-fiber-reinforced polymer prestressed concrete beams1
Background for the new PCI recommended practice on strand bond1
The new ACI code for the design of GFRP reinforced concrete1
A prediction model for chloride-ion ingress in concrete sleepers1
Experimental background behind new AASHTO LRFD specifications for partially partially debonded strands1
Supply chain management for modular construction using building information modeling1
Factors affecting web-shear capacity of hollow-core slabs with filled cores 1
Flexural strength of post-tensioned concrete-filled fiber-reinforced polymer rectangular tube beams1
Investigating UHPC in deck bulb-tee girder connections, part 1: Analytical investigation1
Bond of prestressing strand to concrete1
Impact of pile-to-cap fixity on the design and behavior of sensitive structures1
Numerical modeling of inverted-U-shaped connectors to enhance the performance of composite beams1
A novel reinforced-concrete buckling-restrained brace for precast concrete lateral-load-resisting frames1
Influence of hollow-core wall panels on the cyclic behavior of different types of steel framing systems1
Modifications to ACI 318 shear design method for prestressed concrete members: Detailed method1
Seismic design force level for precast concrete diaphragms1
"Impact of shear connectors on composite action in full-depth precast concrete bridge systems"1
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