000010510 001__ 10510
000010510 005__ 20141205155735.0
000010510 04107 $$aeng
000010510 046__ $$k2008-10-12
000010510 100__ $$aKihara, T.
000010510 24500 $$aEffect of Column-To-Beam Strength Ratio on Maximum Story Drift Angle Response of Steel Frames Subjected to Horizontal Bidirectional Ground Motion

000010510 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010510 260__ $$b
000010510 506__ $$arestricted
000010510 520__ $$2eng$$aIn this research, the authors investigate the effect of the column-to-beam strength ratio on the seismic response of 3D frames. Analyses were carried out by using bidirectional ground motion transformed into the directions of strong and weak axes. The maximum value concerning all the stories of the maximum story drift angle caused in an arbitrary direction when bidirectional ground motion was inputted along all the directions can be almost approximated by the maximum value among the responses when only the strong-axis ground motion was inputted along the direction of the structural plane and the response when only the strong-axis ground motion was inputted along the direction of 45° from the structural plane, in the range where the column-to-beam strength ratio is greater than 2 .

000010510 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010510 653__ $$aColumn-to-Beam Strength Ratio, Maximum Story Drift Angle, Bidirectional Ground Motion ! !

000010510 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010510 720__ $$aKihara, T.$$iYamanari, M.$$iOgawa, K.
000010510 8560_ $$ffischerc@itam.cas.cz
000010510 8564_ $$s1447723$$uhttps://invenio.itam.cas.cz/record/10510/files/05-05-0021.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0021.
000010510 962__ $$r9324
000010510 980__ $$aPAPER