Konservasi Masih Minoritas

Liauw, Franky

doi:10.26905/mintakat.v18i1.1468

Cited by 1 publication

(2 citation statements)

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“…So far, a great number of numerical models for static and dynamic analysis of masonry structures and somewhat smaller number of models for analysis of masonry-infilled frames have been developed. Here- in, a significant difference exists regarding precision and reliability of these models [1][2][3][4][5][6][7][8][9][10][11][12][13].…”

Section: The Presentation Of the Developed Numerical Modelmentioning

confidence: 99%

“…First researches used a finite element method to analyze infilled frames under static loading [1,2]. The method was afterwards upgraded by using the elements to model the mortar joint between the infill and the frame [3][4][5]. Further, the method for the analysis and design of infilled steel frames subjected to in-plane lateral forces was proposed [6].…”

Section: The Presentation Of the Developed Numerical Modelmentioning

confidence: 99%

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Numerical model for dynamic analysis of masonry‐infilled steel and concrete frames

Baloević

Radnić

Grgić

2019

Materialwissenschaft Werkst

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A numerical model for nonlinear dynamic analysis of planar masonry‐infilled concrete and steel frames strengthened with composites is briefly presented. The model is quite simple and it can simulate main nonlinear effects of these structures. Besides modelling of nonlinear behavior of concrete, steel, masonry, plaster and soil, it can simulate nonlinearities at contact surfaces, changes in structural geometry and construction of a structure over different time phases. The model is based on a relatively small number of material parameters and intended for practical application primarily. The model is verified by using the data of the performed shake‐table tests on masonry‐infilled steel and concrete frames. Numerical results show fairly good agreement with the experimental results. This shows the potential reliability of the developed numerical model for the analysis of planar masonry structures. However, further verifications of the model and corresponding computational software are most welcome.

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