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- W2460658522 abstract "(Received November 28, 2014 / Revised January 28, 2015 / Accepted January 29, 2015)i´geA o ¼C £© a ae `ICAE C± a cE3 , 3 ¨ , aoCU ! o E × . IMl - c #' 2.0 2C 4e( ׳ 6½ !4AI a bUa´geA 5±´ge e×o 3 , 3 ¨ , ´ ¨CU !4Z#Je( ׳ 6½ aA~© c Uu 2³ E× . i´© A 2CE j©eE Ð gor -C Jae e( ׳ 6½ a e <CAE Eer aE 2 a a ae´ #¤× . ag , ?o þaee3$ SA a <'e(oUe3½ !× bM jKE SB $ ² -a <O #C±or h$K !e¼ ] , AE | -e( ׳ 6½ a 4ACA a <O #C± wE3 , 3 ¨ , ©j o A zCUaoCU (drift) !J o[¤× . j I a bUa´ge , e3 a , [ ¼ ¨CABSTRACTCoupling beams posses proper strength, stiffness and ductility capacities to resist efficiently under seismic loads. The strength, stiffness and ductility capacities for special diagonally reinforced concrete coupling beam with a span-to-depth ratio 2.0 or less is higher than those of coupling beam with conventionally reinforced concrete coupling beam. However, diagonally reinforced detailing creates major construction problem. In this study, design alternatives for diagonally reinforced concrete coupling beams were experimentally investigated. The results show that angle reinforced coupling beam(specimen SA) exhibited a better stable behavior in comparison with non-diagonally coupling beams(specimens SB-series) and sustained corresponding drift ratio, peak-to-peak stiffness and cumulative dissipated energy in comparison to diagonally coupling beam(specimen CA). ,FZXPSET Special Diagonally Reinforced Concrete Coupling Beam, Reinforcement Detail, Seismic Performance" @default.
- W2460658522 created "2016-07-22" @default.
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- W2460658522 date "2015-01-30" @default.
- W2460658522 modified "2023-09-26" @default.
- W2460658522 title "Seismic Performance of Special Reinforced Concrete Coupling Beams with Different Reinforcement Details" @default.
- W2460658522 cites W2020207904 @default.
- W2460658522 cites W2035799268 @default.
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- W2460658522 doi "https://doi.org/10.5804/lhij.2015.6.1.021" @default.
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