000009989 001__ 9989
000009989 005__ 20141205154136.0
000009989 04107 $$aeng
000009989 046__ $$k2008-10-12
000009989 100__ $$aFerraioli, M.
000009989 24500 $$aDisplacement-Based Seismic Assessment of Steel Moment Resisting Frame Structures

000009989 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009989 260__ $$b
000009989 506__ $$arestricted
000009989 520__ $$2eng$$aThe primary focus of this study is on the development of a detailed assessment of the inelastic seismic behavior, response, and performance of typical ductile SMRF structures. At this aim, a multi-objective and multi-criteria performance evaluation of steel moment-frame buildings was realized with a combination of the performance criteria both for structural members and for non-structural components at the different limit state. Analytical models of various complexities are evaluated using nonlinear static pushover analysis and incremental dynamic analysis, to evaluate the potential for collapse in flexible SMRF structures due to the P-delta effect. In particular, as an alternative to incremental response history analysis, an incremental non-iterative nonlinear static procedure based on adaptive capacity spectra method was used for the displacement-based seismic assessment.

000009989 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009989 653__ $$aSteel frames, Adaptive pushover, Seismic Performance.

000009989 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009989 720__ $$aFerraioli, M.$$iLavino, A.$$iAvossa, A.M.$$iMandara, A.
000009989 8560_ $$ffischerc@itam.cas.cz
000009989 8564_ $$s466559$$uhttps://invenio.itam.cas.cz/record/9989/files/05-05-0137.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0137.
000009989 962__ $$r9324
000009989 980__ $$aPAPER