000013272 001__ 13272
000013272 005__ 20161114160334.0
000013272 04107 $$aeng
000013272 046__ $$k2009-06-22
000013272 100__ $$aRots J., G.
000013272 24500 $$aSequentially linear analysis as a pushover analysis tool for masonry structures

000013272 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013272 260__ $$bNational Technical University of Athens, 2009
000013272 506__ $$arestricted
000013272 520__ $$2eng$$aRecent publications in the field of sequentially linear analysis give confidence in the potential of sequentially linear analysis as an alternative to incrementally iterative approaches for pushover analysis of masonry structures. After a concise overview of the recent results, ideas for further research directions are given in the conclusion.

000013272 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013272 653__ $$aSequentially linear analysis, Finite element analysis, Pushover analysis, Masonry Abstract. Recent publications in the field of sequentially linear analysis give confidence in the potential of sequentially linear analysis as an alternative to incrementally iterative approaches for pushover analysis of masonry structures. After a concise overview of the recent results, ideas for further research directions are given in the conclusion.

000013272 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013272 720__ $$aRots J., G.$$iHendriks M. A., N.$$iBelletti, B.$$iDeJong M., J.
000013272 8560_ $$ffischerc@itam.cas.cz
000013272 8564_ $$s309138$$uhttps://invenio.itam.cas.cz/record/13272/files/CD408.pdf$$yOriginal version of the author's contribution as presented on CD, section: Computational assessment of seismic performance of masonry structures - i (MS).
000013272 962__ $$r13074
000013272 980__ $$aPAPER