A General Equation for the Steel Stress for Bonded Prestressed Concrete Members Robert E. Loov Professor of Civil Engineering The University of Calgary Calgary,.

 

SLENDERNESS OF PRESTRESSED CONCRETE BEAM-COLUMNS N. D. Nathan Department of Civil Engineering University of British Columbia Vancouver, Canada The effects of slenderness on the load-carrying.

 

Stress and Strain Analysis in Prestressed Concrete: A Critical Review by Amin Ghali Professor of Civil Engineering The University of Calgary Calgary, Alberta,.

 

Overview of PCI Workshop on Effective Use of Precast Concrete for Seismic Resistance Robert E. Englekirk President Robert Englekirk Consulting Structural Engineers Inc. Chief.

 

PCI Journal quick points Q As part of this issue s theme, the authors present prevalent simpli ed methods for the blast-resistant design of concrete components.

 

PCI Technical Committee News The months before and after the an- nual PCI convention in Dallas have been busy ones for TAC and its subcommit- tees. During.

 

Toward a Consistent Design of Structural Concrete by Jorg Schlaich, Kurt Shafer and Mattias Jennewein Comments by Michael D. Kotsovos and Authors MICHAEL.

 

21 A precast, prestressed concrete parking structure, using double tees with 60 ft 18. 3 m spans, was recently erected in the Northeast United States. The double.

 

Robert L. Yuan Department of Civil Engineering University of Texas at Arlington Arlington, Texas Mohsen Issa Department of Civil Engineering University.

 

Jenny Named PCI Vice President The PCI Board of Directors has named Daniel P. Jenny vice presi- dent of PCI. The announcement was made in New Orleans during.

 

Specially Funded R D Program PCISFRAD Project No. 2 Summary of Responses to a Questionnaire on Minimum Reinforcement Requirements for Prestressed Concrete Members by S. K. Ghosh Associate.

 

2 PCI Experimental Investigation of Precast, Prestressed Inverted- Tee Girders with Large Web Openings A precast, prestressed concrete girder with large web openings.