Translated Title
Effect of PPR on aseismatic behaviour of inner joints fiat-beam frame
Translated Abstract
Pseudo-static tests on three inner joints of pretressed concrete flat-beam frame were conducted to research the aseismatic behaviour, such as failure pattern, hysteresis curves, ductility and energy dissipation. And the effect of partical prestress rate （PPR） on the aseismatie properties of the inner joints of pretressed concrete flat-beam frame was determined. The results of the test show that the bearing capacity of the joints improves with the increase of PPR.
Translated Keyword
aseismatic behaviour
inner joint of flat-beam frame
partial prestress rate （PPR）
prestressed concrete
Access Number
WF:perioarticalCASS_40466667
