000009844 001__ 9844
000009844 005__ 20141205153159.0
000009844 04107 $$aeng
000009844 046__ $$k2008-10-12
000009844 100__ $$aDeguchi, Y.
000009844 24500 $$aSeismic Design Load Distribution in Steel Frame

000009844 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009844 260__ $$b
000009844 506__ $$arestricted
000009844 520__ $$2eng$$aIn this paper, we present the seismic design load distribution. First, the equation of the distribution of seismic load in the design is presented. It is based on the assumption that the velocity spectrum of ground motion is independent of the natural period, and it is deduced from the maximum shear response of the elastic shear bar with both uniform stiffness and mass distributions. Then, two equations were selected from the equations with respect to the seismic design load distributions that have already been proposed in Japan. A comparison of these equations was carried out with regard to both leveling of the story drift angle distribution and minimization of the maximum story drift angle in all the stories of a multistory frame.

000009844 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009844 653__ $$aEarthquake-Resistant Design, Story Shear Coefficient, Maximum Story Drift

000009844 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009844 720__ $$aDeguchi, Y.$$iKawashima, T.$$iYamanari, M.$$iOgawa, K.
000009844 8560_ $$ffischerc@itam.cas.cz
000009844 8564_ $$s1681168$$uhttps://invenio.itam.cas.cz/record/9844/files/05-05-0023.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0023.
000009844 962__ $$r9324
000009844 980__ $$aPAPER