Pregled bibliografske jedinice broj: 1012464
Numerical Simulation of Dry Stone Masonry Structure Failure under the Seismic Load
Numerical Simulation of Dry Stone Masonry Structure Failure under the Seismic Load // CD-ROM Proceedings of the abstracts of of 13th International Conference on Advanced Computational Engineering and Experimenting ACE-X 2019, 1-5 July, 2019, Athens, Greece / Öchsner, Andreas ; Altenbach, Holm ; Johlitz, Michael (ur.).
Atena, Grčka: ACEX - Advanced Computational Engineering and Experimenting, 2019. str. 41-42 (predavanje, međunarodna recenzija, sažetak, znanstveni)
CROSBI ID: 1012464 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Numerical Simulation of Dry Stone Masonry Structure Failure under the Seismic Load
Autori
Smoljanović, Hrvoje ; Živaljić, Nikolina ; Nikolić, Željana ; Munjiza, Ante
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
CD-ROM Proceedings of the abstracts of of 13th International Conference on Advanced Computational Engineering and Experimenting ACE-X 2019, 1-5 July, 2019, Athens, Greece
/ Öchsner, Andreas ; Altenbach, Holm ; Johlitz, Michael - : ACEX - Advanced Computational Engineering and Experimenting, 2019, 41-42
Skup
13th International Conference on Advanced Computational Engineering and Experimenting (ACE-X2019)
Mjesto i datum
Atena, Grčka, 01.07.2019. - 05.07.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Historical structures ; Finite-discrete element method ; Seismic analysis
Sažetak
A commonly used method for increasing the resistance of historical structures, made of stone blocks with dry joints, is strengthening with the metal connectors. The numerical modelling of these structures is demanded due to a discontinuous nature and composition of the materials with significantly different properties. This paper presents a finite-discrete element numerical model for analysis and prediction of the collapse of dry stone masonry structures strengthened with steel clamps and bolts. The model includes fracture and fragmentation of the blocks as well as a cyclic behaviour, yielding, stiffness degradation, failure and the influence of pulling out of the clamps and the bolts from the stone block. The developed model can capture damage mechanisms of the structure both at the joint and the block level, coupled with the deformation and extracting of the connectors from the holes. The capabilities of the presented approach are demonstrated in the seismic analysis of the strengthened dry-stone structure .The developed model can be used for the estimation of the seismic resistance of historical dry stone masonry structures reinforced with steel clamps and steel bolts, which is very important for the structures classified as cultural heritage.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
HRZZ-IP-2014-09-2319 - Razvoj numeričkih modela armirano-betonskih i kamenih zidanih konstrukcija izloženih potresnom opterećenju zasnovanih na diskretnim pukotinama (SeismoNuMod) (Nikolić, Željana, HRZZ ) ( CroRIS)
KK.01.1.1.02.0027 - Implementacijom suvremene znanstvenoistraživačke infrastrukture na FGAG Split do pametne specijalizacije u zelenoj i energetski učinkovitoj gradnji (Jajac, Nikša, EK - KK.01.1.1.02) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Ante Munjiza
(autor)
Nikolina Živaljić
(autor)
Željana Nikolić
(autor)
Hrvoje Smoljanović
(autor)