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ULTIMATE DESIGN/METHOD OF PRESTRESSED CONCRETE BEAMS WITH WEB OPENINGS
プレストレストコンクリート有孔梁の終局強度設計法
1992
Journal of Structural and Construction Engineering (Transactions of AIJ)
プレストレストコンクリート有孔梁の終局強度設計法
Preserved Fulltext
In this paper, we present analytical approach based on a lower boundary theorem using a truss and arch modei , for predicting the ultimate behavior of prestressed concrete beams with web ope − nlngS . Comparison of systematic test results was made in terms of the ultimate strength and modes Qf failure . Based on the comparison
doi:10.3130/aijsx.442.0_133
fatcat:o6ss7hgrzvd6zmvtqizhtqpxnu