000012601 001__ 12601
000012601 005__ 20160920162632.0
000012601 04107 $$aeng
000012601 046__ $$k2016-09-05
000012601 100__ $$aBońkowski, P.
000012601 24500 $$aNonlinear interaction of initial leaning of r/c slender tower with its seismic response

000012601 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012601 260__ $$bTaylor and Francis Group, London, UK
000012601 506__ $$arestricted
000012601 520__ $$2eng$$aCapacity and dynamic response analysis of a 160 m high, reinforced concrete, industrial chimney under seismic actions including its initial leaning is presented. The chimney designed with respect to dead load and wind action effects is tested for the seismic action. A detailed analysis of non-linear interaction of the effect of initial leaning of the chimney and simultaneous seismic action in form of a non-elastic, time history analysis to familiar, benchmark NS component of El Centro accelerogram is carried out. A detailed numerical, parametric analysis is presented. The seismic response due to simultaneous action of the leaning and seismic excitations is analyzed applying various Eurocode 8, structural safety criteria.

000012601 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012601 653__ $$a

000012601 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012601 720__ $$aBońkowski, P.$$iZembaty, Z.$$iMinch, M.Y.
000012601 8560_ $$ffischerc@itam.cas.cz
000012601 8564_ $$s1155733$$uhttps://invenio.itam.cas.cz/record/12601/files/049.pdf$$yOriginal version of the author's contribution as presented on CD, 049.pdf.
000012601 962__ $$r12552
000012601 980__ $$aPAPER