TY - GEN
T1 - Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling
AU - Suzuki, Atsushi
AU - Kimura, Yoshihiro
PY - 2016/1/1
Y1 - 2016/1/1
N2 - In general, the seismic capacity of H-shaped beams with local buckling is estimated by two main structural factors. One of them is the plastic deformation capacity in the skeleton curve, and the other is the cumulative hysteresis energy in cumulative hysteresis loops. Their correlation has not been shown even though each one has been individually used as the seis-mic capacity of the beams. In this paper, the correlation between the cumulative hysteresis energy and the plastic deformation capacity of H-shaped beams are experimentally investigat-ed in 11 test series and empirical equations based on the precious experimental results are suggested.
AB - In general, the seismic capacity of H-shaped beams with local buckling is estimated by two main structural factors. One of them is the plastic deformation capacity in the skeleton curve, and the other is the cumulative hysteresis energy in cumulative hysteresis loops. Their correlation has not been shown even though each one has been individually used as the seis-mic capacity of the beams. In this paper, the correlation between the cumulative hysteresis energy and the plastic deformation capacity of H-shaped beams are experimentally investigat-ed in 11 test series and empirical equations based on the precious experimental results are suggested.
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M3 - Conference contribution
AN - SCOPUS:85010765014
T3 - Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
SP - 811
EP - 818
BT - Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
A2 - Ungureanu, Viorel
A2 - Dubina, Dan
PB - European Convention for Constructional Steelwork
T2 - International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
Y2 - 30 May 2016 through 1 June 2016
ER -