000004610 001__ 4610
000004610 005__ 20141119144538.0
000004610 04107 $$aeng
000004610 046__ $$k2002-06-02
000004610 100__ $$aLaier, José E.
000004610 24500 $$aHIGH ORDER HERMITIAN ALGORITHM FOR INTEGRATION IN TIME

000004610 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004610 260__ $$bColumbia University in the City of New York
000004610 506__ $$arestricted
000004610 520__ $$2eng$$aThis paper presents a step-by-step direct integration algorithm derived in terms of higher order hermitian finite difference operators. This is a fourth-order algorithm, unconditionally stable, presenting no numerical damping ratio. In addition the computational effort is similar to the Newmark method. Particular attention is devoted to the order of accuracy, which is considered in terms of local truncation error, period dispersion and the corresponding exponential truncation error.

000004610 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004610 653__ $$ahermitian finite difference, step-by-step integration, structural dynamic analysis

000004610 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004610 720__ $$aLaier, José E.
000004610 8560_ $$ffischerc@itam.cas.cz
000004610 8564_ $$s39009$$uhttps://invenio.itam.cas.cz/record/4610/files/043.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004610 962__ $$r4594
000004610 980__ $$aPAPER