JL 00 MAY JUNE 5 pdf
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2 PCI General Solution of Flexural Strength of Bonded Prestressed Concrete Sections Domingo J. Carreira, Ph. D. , S. E. , P. E. Professor Civil and Architectural Engineering Department Illinois.
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2 PCI Comparison of Strands and Bars for Positive Moment Connection of Continuous Precast Concrete Bulb-Tee Girders Charles D. Newhouse, Ph. D. , P. E. Assistant Professor Department.
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MayJune2008 PCI Journal 100 Editors quick points Q This paper introduces a spun-cast concrete pole that uses a glass- ber-reinforced polymer.
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Two full-scale beam-to-column connections in a precast concrete frame were tested under uni-directional and bi-directional cyclic loading that simulated earthquake-type.
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72 PCIhis paper presents the results from strand end-slip measurements and load tests of members that were fabricated at six different plants.
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May-June 2010 , Vol. 11, No. 3.
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PRECAST PRESTRESSED SECTIONS UNDER AXIAL LOAD AND BENDING R. Chaudwani N. D. Nathan The University of British The University of British Columbia Columbia Vancouver,.
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PREDICTION OF CREEP AND SHRINKAGE BEHAVIOR FOR DESIGN FROM SHORT TERM TESTS B. L. Meyers University of IowaIowa City,IowaD. E. Branson University of IowaIowa.
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Precast Stress Ribbon Pedestrian Bridges in Czechoslovakia Jiri Strasky Chief Design Engineer Dopravni stavby Design and Construction Engineers.
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Production of Brick Veneer Precast Concrete Panels A. E. Tony Walton Production Manager Genstar Structures Limited Vancouver, British Columbia.