000018390 001__ 18390
000018390 005__ 20170118182220.0
000018390 04107 $$aeng
000018390 046__ $$k2017-01-09
000018390 100__ $$aTotoev, Yuri
000018390 24500 $$aEnergy Dissipation in Innovative Earthquake Resistant Masonry Infill Panels Made of Semi Interlocking Bricks

000018390 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018390 260__ $$b
000018390 506__ $$arestricted
000018390 520__ $$2eng$$aThis paper presents an analytical procedure for evaluation of the in-plane force-displacement characteristic and the corresponding energy dissipation of a new building system for masonry infill panels - semi interlocking masonry (SIM). SIM is a mortar-less masonry system. It utilises special methods of brick interlocking that allows relative slidin g of brick courses in-plane of a panel and prevents out-of-plane relative movement. Compared to traditional masonry, it has increased capacity to dissipate earthquake energy through friction between bricks. SIM infills are intended as passive energy dissipation devices (EDDs) for earthquake resistant structures. Vibration control properties of such devices usually are determined by prototype testing. SIM panels, however, cannot be easily tested outside of the frame. In addition, being displacement-dependent EDDs, they shall be modeled in sufficient detail to capture their force-displacement response as well as interaction with primary frame elements. While the displacement capacity of SIM panels exceeds all reasonable requirements by definition, the in-plane force-displacement characteristic, which allows evaluation of the energy dissipation, must be determined. This paper presents a required procedure and demonstrates its application on different types of SIM panels. Analytical results are compared to experimental results.

000018390 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018390 653__ $$aSemi interlocking masonry, mortar-less system, infill frame, earthquake resistance, EDD

000018390 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018390 720__ $$aTotoev, Yuri
000018390 8560_ $$ffischerc@itam.cas.cz
000018390 8564_ $$s702293$$uhttps://invenio.itam.cas.cz/record/18390/files/1359.pdf$$yOriginal version of the author's contribution as presented on USB, paper 1359.
000018390 962__ $$r16048
000018390 980__ $$aPAPER