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- W2560397515 abstract "SUMMARY: In seismic design guidelines for earthquake resistant R/C buildings (AIJ guideline 1997) in Japan, shear strength of R/C beam-column joint panel is determined by only strength and volume of concrete in the panel. The objective of this study is empirically to show influence of arrangement of reinforcing bars as for R/C knee joint subject to closing loads. Two series of specimens were made and tested. One is with continuous tensile bars and the other is with lapped ones within the joint. The variables were inside radius of corner bars and the breadth of the joints. It is concluded that main reasons of instability of the joints are early splitting crack between lapped tensile bars and bearing failure due to small bending radius of corner bars." @default.
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- W2560397515 date "1997-01-01" @default.
- W2560397515 modified "2023-09-27" @default.
- W2560397515 title "Experimental Study on Influence of Arrangement of Main Bars on Stress Transmission in Reinforced Concrete Beam-column Knee Joints" @default.
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