000018726 001__ 18726
000018726 005__ 20170118182238.0
000018726 04107 $$aeng
000018726 046__ $$k2017-01-09
000018726 100__ $$aTrombetti, Tomaso
000018726 24500 $$aAn Experimentally Validated Modelling Technique for Thin RC Sandwich Walls Under Seismic Loadings

000018726 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018726 260__ $$b
000018726 506__ $$arestricted
000018726 520__ $$2eng$$aThe seismic performance assessment/simulation of a novel structural system composed of lightly reinforced concrete sandwich panels characterized by thin concrete layers reinforced by low diameter steel wire mesh of particularly reduced diameter is the subject of the paper. The construction system (which is obtained by spraying thin layers of shotcrete upon a prefabricated polystyrene support panel) has high thermal and structural performances as well as cheap construction cost, so that it caught the attention of several developing countries. The assessment/modelling of the cyclic non-linear behavior of such system is particularly challenging but fundamental in order to fully exploit its earthquake-resistant capacities. In the present work a modelling technique (which make use of a recently proposed concrete damage model) for such structural system is proposed and validated through experimental results in terms of both force-displacement response and damage progression.

000018726 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018726 653__ $$alightly reinforced concrete sandwich panels, seismic behavior, damage model

000018726 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018726 720__ $$aTrombetti, Tomaso$$iPalermo, Michele
000018726 8560_ $$ffischerc@itam.cas.cz
000018726 8564_ $$s1377428$$uhttps://invenio.itam.cas.cz/record/18726/files/2094.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2094.
000018726 962__ $$r16048
000018726 980__ $$aPAPER