TY - CONF
T1 - Experimental study on bending behavior of box section column with transversely profiled steel plates
AU - Shirotani, Masaya
AU - Yamaguchi, Takashi
AU - Suzuki, Yasuo
AU - Hashimoto, Kunitaro
AU - Sugiura, Kunitomo
AU - Kumano, Takuji
PY - 2008
Y1 - 2008
N2 - Recently, as one of the rational design of steel structures, applicability and efficiency of using tapered steel plates to the structures have been investigated in Japan. In this study, the cyclic loading test for the box column with the tapered cross section have been carried out to investigate the efficiency on the load carrying capacity and the deformability of it experimentally. In the experiment, two kinds of test specimens have been prepared. One is the column with the uniform thickness cross section, and the other one is the column with the tapered cross section, which taper ratio is 0.038. The width-thickness ratio for these two specimens is 0.53 defined by the average thickness of the cross section. It is found that the load carrying capacity and the local buckling behavior of the column with the tapered cross section is almost same as those of the column with the uniform thickness cross section. However, it is confirmed that the energy absorption capacity and the deformability of the column with the tapered cross section are significantly improved compared with those of the column with the uniform thickness cross section.
AB - Recently, as one of the rational design of steel structures, applicability and efficiency of using tapered steel plates to the structures have been investigated in Japan. In this study, the cyclic loading test for the box column with the tapered cross section have been carried out to investigate the efficiency on the load carrying capacity and the deformability of it experimentally. In the experiment, two kinds of test specimens have been prepared. One is the column with the uniform thickness cross section, and the other one is the column with the tapered cross section, which taper ratio is 0.038. The width-thickness ratio for these two specimens is 0.53 defined by the average thickness of the cross section. It is found that the load carrying capacity and the local buckling behavior of the column with the tapered cross section is almost same as those of the column with the uniform thickness cross section. However, it is confirmed that the energy absorption capacity and the deformability of the column with the tapered cross section are significantly improved compared with those of the column with the uniform thickness cross section.
KW - Box section column
KW - Cyclic loading test
KW - Energy absorption capacity and deformability
KW - Load carrying capacity
KW - Local buckling behavior
KW - Longitudinally/transversely profiled steel plate
UR - http://www.scopus.com/inward/record.url?scp=84870984334&partnerID=8YFLogxK
M3 - 学会論文
AN - SCOPUS:84870984334
T2 - 11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11
Y2 - 19 November 2008 through 21 November 2008
ER -