| << 2011 Issues | |
 |
|
| 2009 Issues >> |
Journal Winter 2010 (17 Articles)
-
2009 Author and Subject Index
-
Chairman's Message--Volunteer's key to PCI's strength
-
Editor's Message--EPA decisions on emissions, fly ash
-
Letters & Errata
-
From PCI Headquarters
-
PCI Calendar
-
Our Members
-
Project Spotlight
-
Self-Launching Erection Machines for Precast Concrete Bridges
-
Effects of Overheight Truck Impacts on Intermediate Diaphragms in Prestressed Concrete Bridge Girders
-
Self-Consolidating Concrete in Congested Sections: Mixture Characteristics and Assessment of Performance
-
Behavior of Unbonded Post-tensioning Monostrand Anchorage Systems under Monotonic Tensile Loading
-
Erecting Long, Vertical Precast Concrete Members with One Crane and Two Operating Lines
-
Board of Directors and Technical Activities Committee
-
Index of Advertisers/PCI Regional Offices
-
PCI Staff
-
Meet Bob Singer, Honorary Engineer
Journal Spring 2010 (16 Articles)
-
Chairman's Message
-
Editor's Message
-
Letters
-
From PCI Headquarters
-
Our Members
-
Project Spotlight
-
Sustainability Case Studies
-
The Calc Pad
-
Pretensioned, precast concrete hollow-core units used for interchange bridge project in Honduras
-
Diffusivity and permeability of high-performance concrete for bridge decks
-
Effect of prestress levels in prestressed CFRP laminates for strengthening prestressed concrete beams - A numerical parametric study
-
Transverse diaphragms and unbonded CFRP post-tensioning in box-beam bridges
-
Factors affecting web-shear capacity of deep hollow-core units
-
Analysis and design guidelines of precast, prestressed concrete, composite load-bearing sandwich wall panels reinforced with CFRP grid
-
Managing Construction Risks
-
Meet Joseph Warnes
Journal Summer 2010 (14 Articles)
-
Chairman's Message
-
Letters
-
From PCI Headquarters
-
Our Members
-
Our Committees
-
Project Spotlight
-
Impact of interaction between adjacent webs on the shear strength of prestressed concrete hollow-core units
-
Making sense of minimum flexural reinforcement requirements for reinforced concrete members
-
Development of the northeast extreme tee (NEXT) beam for accelerated bridge construction
-
Seismic tests of precast concrete, moment-resisting frames and connections
-
Long-term protection of bridge-deck systems with structural latex-modified concrete overlays
-
Creep and shrinkage behavior of high-strength concrete and minimum reinforcement ratio for bridge columns
-
In the Field
-
Meet Al Yee
Journal Fall 2010 (12 Articles)
-
Chairmans Message
-
Editor Message
-
Letters
-
From PCI Headquarters
-
Our Members
-
Our Committees
-
Testing of five 30-year-old prestressed concrete beams
-
High-strength selfconsolidating concrete girders subjected to elevated compressive fiber stresses, part 1: Prestress loss and camber behavior
-
Nondimensional design charts for unbonded, posttensioned, split precast concrete walls
-
Concrete capacity design of Cazaly hangers in shallow members
-
Background and Discussion
-
Integrated project delivery and building information modeling: A new breed of contract
