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Confinement effectiveness of high strength spiral reinforcement in prestressed concrete piles /ABSTRACT April 1998. Thesis (M.S.)--Lehigh University, 1998
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Civil engineering Development of rational design methodology for spiral reinforcement in prestressed concrete piles in regions of high seismicity IOWA STATE
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Abstract A kind of prestressed concrete beams with spiral broken line cables subjected to torsions is present based on the fundamental principle of
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Spirally prestressed concrete cylindersAxial compressionAxial loadsSPIRAL PRESTRESSING WIRE VOLUME WAS 0.6 TO 1.2 PERCENT OF CONCRETE VOLUME
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The present invention is directed to composite construction consisting essentially of a precast, prestressed reinforced concrete beam and a poured in place
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