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Numerical modelling of strengthened dry-stone masonry structures


Nikolić, Željana; Smoljanović, Hrvoje; Živaljić, Nikolina;
Numerical modelling of strengthened dry-stone masonry structures // CD-ROM Proceedings of the abstracts of of 12th International Conference on Advanced Computational Engineering and Experimenting ACE-X 2018 / Öchsner, Andreas ; Altenbach, Holm. (ur.).
Amsterdam, Nizozemska: ACEX - Advanced Computational Engineering and Experimenting, 2018. str. 40-40 (pozvano predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


Naslov
Numerical modelling of strengthened dry-stone masonry structures

Autori
Nikolić, Željana ; Smoljanović, Hrvoje ; Živaljić, Nikolina ;

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
CD-ROM Proceedings of the abstracts of of 12th International Conference on Advanced Computational Engineering and Experimenting ACE-X 2018 / Öchsner, Andreas ; Altenbach, Holm. - : ACEX - Advanced Computational Engineering and Experimenting, 2018, 40-40

Skup
ACEX - 12th International Conference on Advanced Computational Engineering and Experimenting, 2018.

Mjesto i datum
Amsterdam, Nizozemska, 01-05.07.2018

Vrsta sudjelovanja
Pozvano predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Dry-stone masonry structures ; Clamps, Bolts ; Numerical modelling

Sažetak
Historical structures in seismic active area of south Europe are often made of stone blocks with dry joints. Strengthening of these structures with metal connectors, i.e. clamps and bolts, is traditional approach in increasing their seismic resistance. Some structures were originally built with reinforcements, while others were reinforced later during reconstruction. Behaviour of these structures under the earthquakes and their ultimate capacity load can be analyzed by precise numerical models. This paper presents one such model based on finite-discrete element method which used 3D discrete elements with internal finite element mesh for modelling of stone blocks and line reinforcing elements that connect the blocks, allowing for better structural behaviour and higher load capacity to earthquake action. Presented model is an extension of previously developed 2D model for strengthened dry-stone structures [1] and 3D model for structures without strengthening [2]. The performance of the model was demonstrated on several examples which showed an efficiency of the connecting elements in increasing the seismic energy dissipation and protection of the structure from collapse.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti, Interdisciplinarne tehničke znanosti



POVEZANOST RADA


Projekt / tema
HRZZ-IP-2014-09-2319 - Razvoj numeričkih modela armirano-betonskih i kamenih zidanih konstrukcija izloženih potresnom opterećenju zasnovanih na diskretnim pukotinama (Željana Nikolić, )

Ustanove
Fakultet građevinarstva, arhitekture i geodezije, Split

Citiraj ovu publikaciju

Nikolić, Željana; Smoljanović, Hrvoje; Živaljić, Nikolina;
Numerical modelling of strengthened dry-stone masonry structures // CD-ROM Proceedings of the abstracts of of 12th International Conference on Advanced Computational Engineering and Experimenting ACE-X 2018 / Öchsner, Andreas ; Altenbach, Holm. (ur.).
Amsterdam, Nizozemska: ACEX - Advanced Computational Engineering and Experimenting, 2018. str. 40-40 (pozvano predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Nikolić, Ž., Smoljanović, H., Živaljić, N. & (2018) Numerical modelling of strengthened dry-stone masonry structures. U: Öchsner, A. & Altenbach, H. (ur.)CD-ROM Proceedings of the abstracts of of 12th International Conference on Advanced Computational Engineering and Experimenting ACE-X 2018.
@article{article, year = {2018}, pages = {40-40}, keywords = {Dry-stone masonry structures, Clamps, Bolts, Numerical modelling}, title = {Numerical modelling of strengthened dry-stone masonry structures}, keyword = {Dry-stone masonry structures, Clamps, Bolts, Numerical modelling}, publisher = {ACEX - Advanced Computational Engineering and Experimenting}, publisherplace = {Amsterdam, Nizozemska} }