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Pregled bibliografske jedinice broj: 1025057

Experimental and numerical analysis of the 1:9 scale model of the Old Bridge in Mostar


Kustura, Mladen; Smoljanović, Hrvoje; Nikolić, Željana; Krstevska, Lidija
Experimental and numerical analysis of the 1:9 scale model of the Old Bridge in Mostar // Bulletin of earthquake engineering (2019) (znanstveni, poslan)


Naslov
Experimental and numerical analysis of the 1:9 scale model of the Old Bridge in Mostar

Autori
Kustura, Mladen ; Smoljanović, Hrvoje ; Nikolić, Željana ; Krstevska, Lidija

Vrsta, podvrsta
Radovi u časopisima, znanstveni

Izvornik
Bulletin of earthquake engineering (2019)

Status rada
Poslan

Ključne riječi
Experimental analysis ; Reinforced masonry structures ; Steel clamps and dowels ; Combined finite-discrete element method

Sažetak
Composite nature of the masonry structures in general causes complex and non-linear behaviour, especially in intense vibration conditions. The presence of different types and forms of structural elements and different materials is a major problem for the analysis of these type of structures. For this reason, the analysis of the behaviour of masonry structures requires a combination of experimental tests and non-linear mathematical modelling. The famous UNESCO Heritage Old Bridge in Mostar was selected as an example for the analysis of the behaviour of reinforced stone arch masonry bridges. As part of the experimental research, a model of the Old Bridge was constructed in a scale of 1:9 and tested on a shaking table platform for different levels of seismic excitation. Non-linear mathematical modelling was performed using a combined finite-discrete element method (FDEM), including the effect of connection elements. The paper presents the horizontal displacement of the top of the arch and the failure mechanism of the Old Bridge model for the experimental and the numerical phase, as well as the comparison of the results. This research provided a clearer insight into the behaviour of stone arch masonry structures reinforced with steel clamps and steel dowels, which is significant for the structures classified as world cultural heritage.

Izvorni jezik
Engleski



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

Kustura, Mladen; Smoljanović, Hrvoje; Nikolić, Željana; Krstevska, Lidija
Experimental and numerical analysis of the 1:9 scale model of the Old Bridge in Mostar // Bulletin of earthquake engineering (2019) (znanstveni, poslan)
Kustura, M., Smoljanović, H., Nikolić, Ž. & Krstevska, L. (2019) Experimental and numerical analysis of the 1:9 scale model of the Old Bridge in Mostar. Poslan u Bulletin of earthquake engineering. [Preprint].
@unknown{unknown, year = {2019}, keywords = {Experimental analysis, Reinforced masonry structures, Steel clamps and dowels, Combined finite-discrete element method}, journal = {Bulletin of earthquake engineering}, title = {Experimental and numerical analysis of the 1:9 scale model of the Old Bridge in Mostar}, keyword = {Experimental analysis, Reinforced masonry structures, Steel clamps and dowels, Combined finite-discrete element method} }

Časopis indeksira:


  • Current Contents Connect (CCC)
  • Web of Science Core Collection (WoSCC)
    • Science Citation Index Expanded (SCI-EXP)
    • SCI-EXP, SSCI i/ili A&HCI
  • Scopus