Experimental Investigation of Nonductile RC Corner Beam-Column Joints with Floor Slabs
作者： Sangjoon Park , Khalid M. Mosalam
DOI: 10.1061/(ASCE)ST.1943-541X.0000591
关键词:
摘要: AbstractThe paper presents the experimental investigation of full-scale RC corner beam-column joints without transverse reinforcement in joint region leading to nonductile behavior many exiting buildings. The study considered two design parameters: aspect ratio and beam longitudinal ratio. Four specimens were constructed with beams floor slabs tested under quasi-static cyclic loading. experienced shear failure hinging mechanism as a result absence region. On basis test results, discusses effects these parameters slab on joints. strengths obtained from are compared strength recommendations ASCE/SEI 41-06 provisions.
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