TY - JOUR
T1 - Effect of shear panels on elasto-plastic behavior of beam-to-column connections of steel rigid flame piers
AU - Mishima, Y.
AU - Ono, K.
AU - Miyoshi, T.
AU - Nishimura, N.
N1 - Copyright:
Copyright 2011 Elsevier B.V., All rights reserved.
PY - 2011
Y1 - 2011
N2 - This paper describes the seismic performance of the beam-to-column connections of steel rigid frame piers. The purpose of the authors' research is to ascertain the elasto-plastic behavior of the beam-to-column connections of a steel rigid frame pier, as this has yet to be clarified. To this end, cyclic loading experiments were conducted on test specimens with structural parameters similar to actual structures. This was done with a particular focus on the connections' web panels, which are shear panels, in order to examine their buckling modes, strength, and ductility. A review of the experiment results revealed that, depending on what parameters were set, there were differences in both the damage process and the buckling mode. This review also clarified that the difference in the mode of buckling had a particularly large impact on the web panels' ductility.
AB - This paper describes the seismic performance of the beam-to-column connections of steel rigid frame piers. The purpose of the authors' research is to ascertain the elasto-plastic behavior of the beam-to-column connections of a steel rigid frame pier, as this has yet to be clarified. To this end, cyclic loading experiments were conducted on test specimens with structural parameters similar to actual structures. This was done with a particular focus on the connections' web panels, which are shear panels, in order to examine their buckling modes, strength, and ductility. A review of the experiment results revealed that, depending on what parameters were set, there were differences in both the damage process and the buckling mode. This review also clarified that the difference in the mode of buckling had a particularly large impact on the web panels' ductility.
KW - Beam-to-column connections
KW - Buckling mode
KW - Ductility
KW - Steel rigid frame piers
KW - Strength
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U2 - 10.1016/j.proeng.2011.07.011
DO - 10.1016/j.proeng.2011.07.011
M3 - Conference article
AN - SCOPUS:80054780185
VL - 14
SP - 100
EP - 107
JO - Procedia Engineering
JF - Procedia Engineering
SN - 1877-7058
T2 - 12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12
Y2 - 26 January 2011 through 28 January 2011
ER -