000009176 001__ 9176
000009176 005__ 20141204092415.0
000009176 04107 $$aeng
000009176 046__ $$k12/05/2014
000009176 100__ $$aWünsche, M.
000009176 24500 $$aCyclic loading of masonry walls and its anti seismic strengthening

000009176 24630 $$n18.$$pEngineering Mechanics 2012
000009176 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, Prague
000009176 506__ $$arestricted
000009176 520__ $$2eng$$aThe damage of structural masonry walls is one of the most widespread harming injuries and cause of loss of serviceability and seismic capacity for a building. Therefore a research into possibilities which would improve these characteristics have been carried out within the 7th EC Framework programme project NIKER. The retrofitting approach is constrained by conservation requirements of minimum interventions which should not severely change the structural behavior and the structural appearance, and should prefer solutions without a necessity of total structural disassembling. This article provides an overview about the research that led to applications of the steel wire ropes and geo-nets onto adobe brick walls.

000009176 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009176 653__ $$aseismic retrofitting, zdobe, brick wall

000009176 7112_ $$aEngineering Mechanics 2012$$cSvratka (CZ)$$d12/05/2014 - 15/05/2014$$gEM2012
000009176 720__ $$aWünsche, M.$$iHračov, S.$$iPospíšil, S.$$iUrushadze, S.
000009176 8560_ $$ffischerc@itam.cas.cz
000009176 8564_ $$s655934$$uhttps://invenio.itam.cas.cz/record/9176/files/075_Wunsche_M-FT.pdf$$yOriginal version of the author's contribution as presented on CD, paper (No. 075).
000009176 962__ $$r8924
000009176 980__ $$aPAPER