Summer 2014

In This Issue

Implementation of 0.7 in. diameter strands at 2.0 × 2.0 in. spacing in pretensioned bridge girders

George Morcous, Shaddi Assad, Afshin Hatami, Maher K. Tadros

Effects of anchorage hardware on the cyclic tensile response of unbonded monostrands

Petros Sideris, Amjad J. Aref, Andre Filiatrault

Modeling the response of precast, prestressed concrete hollow-core slabs exposed to fire

Venkatesh K. R. Kodur, Anuj M. Shakya

Editor's Message

Interface shear transfer of lightweight-aggregate concretes cast at different times

Dane M. Shaw, Lesley H. Sneed

Chairman's Message

From PCI Headquarters

Discussion

Blast-resistant architectural precast concrete cladding for government buildings

Collin W. Moriarty, Chuck Oswald

Stress transfer characteristics of sheathed strand in prestressed concrete beams: computational stud

Rigoberto Burgueño, Yi Sun

Our Members

In the News

Meet Donald Meinheit

A practical approach for finite-element modeling of transfer length in pretensioned, prestressed...

J. Chris Carroll, Thomas E. Cousins, Carin L. Roberts-Wollmann

Seismic design guidelines for solid and perforated hybrid precast concrete shear walls

Brian J. Smith, Yahya C. Kurama

Appendix: Seismic design guidelines for solid and perforated hybrid precast concrete shear walls

Brian J. Smith, Yahya C. Kurama