000011116 001__ 11116
000011116 005__ 20141205155837.0
000011116 04107 $$aeng
000011116 046__ $$k2008-10-12
000011116 100__ $$aNakamura, Soshi
000011116 24500 $$aDamage Prediction Models for Reinforced Concrete Buildings Based on Non-Linear Analysis with Consideration to Soil-Structure Interaction

000011116 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011116 260__ $$b
000011116 506__ $$arestricted
000011116 520__ $$2eng$$aIt is very important to construct analytical models that can express the actual seismic strength of buildings in order to estimate the damage to buildings for future earthquakes. Nagato and Kawase (2004) created such models by comparing building damage ratios based on the statistical damage survey for RC (reinforced concrete) buildings affected by the Hyogo-ken Nanbu earthquake and results from nonlinear response analyses of building models assumed under current building codes using simulated strong input motions. In this paper, Nagato’s models are improved by considering both the effect of amplification of the earthquake motion in the surface sediments and the effect of the soil-structure interaction. As a result, more appropriate models are proposed, especially for 9 and 12 storied RC buildings.

000011116 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011116 653__ $$adamage evaluation, building, damage ratio, simulated strong motion, soil-structure interaction, the Hyogo-ken Nanbu earthquake

000011116 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011116 720__ $$aNakamura, Soshi$$iKawase, Hiroshi$$iNakamura, Naohiro
000011116 8560_ $$ffischerc@itam.cas.cz
000011116 8564_ $$s702344$$uhttps://invenio.itam.cas.cz/record/11116/files/05-01-0234.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0234.
000011116 962__ $$r9324
000011116 980__ $$aPAPER