Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Boris Trogrlić"'
Publikováno v:
Buildings, Vol 11, Iss 8, p 373 (2021)
The paper presents a failure analysis of the bell tower of the church of St. Francis of Assisi on Kaptol in Zagreb subjected to seismic activity using the finite-discrete element method—FDEM. The bell tower is a masonry building, and throughout his
Externí odkaz:
https://doaj.org/article/8d245146985a4d14baa8ad7219c8c816
Publikováno v:
Građevinar, Vol 67, Iss 03., Pp 259-368 (2015)
The use of the combined finite-discrete element method (FEM/DEM) in the analysis of seismic resistance of dry stone lintels is presented in this paper. Seven dry stone masonry walls with different types of stone lintels were exposed to linearly incre
Externí odkaz:
https://doaj.org/article/5b3566503a554fb38daeca3d15b63de4
Publikováno v:
Građevinar, Vol 65, Iss 04., Pp 305-318 (2013)
The procedure of searching the target ground acceleration as a measure of the lowest seismic resistance is presented in the paper. This objective is achieved by the multimodal pushover analysis based on the envelope principle. The pushover method fou
Externí odkaz:
https://doaj.org/article/d400067724bd4487bd5b1298828725a9
Autor:
Ivan Balić, Nikolina Živaljić, Hrvoje Smoljanović, Ante Munjiza, Boris Trogrlić, Valentina Štefković, Ana Livaja
In this paper, numerical analysis of several historical masonry towers located in Italy was conducted. The towers differ in their geometric characteristics in terms of slenderness, thickness of the outer walls, the proportion of openings, while the m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::830eada7389babdee60f24cc0fbb2245
https://doi.org/10.5592/co/2crocee.2023.24
https://doi.org/10.5592/co/2crocee.2023.24
This paper presents a failure analysis of the bell tower of The Church of St. Francis of Assisi on Kaptol in Zagreb on seismic action using the Finite-Discrete Element method - FDEM. The bell tower is made of masonry, and throughout history it has ha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88d1f855bc800aa218c389397d81d4cb
https://www.bib.irb.hr/1135848
https://www.bib.irb.hr/1135848
The paper presents a new numerical model for analysis of thin shell structures taking into account geometrical and material nonlinearity, finite displacements, finite rotations and finite strains. The model is based on three-noded rotation-free trian
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f72eb075ac68343ccafa0258af51f352
https://www.bib.irb.hr/1110792
https://www.bib.irb.hr/1110792
This paper presents two numerical models (Model L and Model N) and its application in the analysis of dynamic stability of beam-type structures. Both numerical models use two-noded rotation-free finite elements and take into account the exact formula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::76a2ccb3b0f1b456e86e7d08bb07ad96
https://doi.org/10.1007/s00707-020-02793-6
https://doi.org/10.1007/s00707-020-02793-6
Publikováno v:
Materialwissenschaft und Werkstofftechnik. 49:1399-1408
A novel experimental tensile apparatus and testing methodology, developed in order to define necessary material parameters for mathematical formulation of a constitutive model of fired clay brick is presented in this paper. In order to account for ir
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42d5cceb2c172c650c5e60cbd0bfbac2
https://doi.org/10.1002/mawe.201700106
https://doi.org/10.1002/mawe.201700106
Publikováno v:
Materialwissenschaft und Werkstofftechnik. 49:651-665
This paper presents a new numerical model for the analysis of beam‐type structures based on the combined finite‐discrete element method. The model uses straight two‐node rotation free finite elements, and takes into account linear‐elastic mat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ecc1b495adc6a9d2aae4b7ede95c275
https://doi.org/10.1002/mawe.201700277
https://doi.org/10.1002/mawe.201700277
Publikováno v:
KSCE Journal of Civil Engineering. 21:378-388
This paper presents a simplified target acceleration method, which is a new modification of the multimodal pushover method. Target acceleration is defined as the minimum acceleration of a base that leads to the ultimate limit state of a structure, pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d1663d0ca0adabd819824d137bf46850
https://doi.org/10.1007/s12205-016-0738-4
https://doi.org/10.1007/s12205-016-0738-4