2017
DOI: 10.26905/mintakat.v18i1.1468
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Konservasi Masih Minoritas

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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%
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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%