2018
DOI: 10.1080/15583058.2018.1442523
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Conservation of historic timber roof structures of Italian architectural heritage: diagnosis, assessment, and intervention

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Cited by 30 publications
(13 citation statements)
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“…Pertama, Kekuatan balok kayu, sirap, atau papan terlebih dahulu harus diperiksa secara menyeluruh (Rodriguez & Avellaneda, 2012). ini penting karena atap kayu yang lebih luas dan kuat daripada yang tersedia saat ini (Bertolini Cestari & Marzi, 2018). Kedua, kekuatan klem kayu atau 'pengait' yang digunakan untuk mengikat sirap atau papan kayu harus dievaluasi.…”
Section: Hasil Dan Pembahasanunclassified
“…Pertama, Kekuatan balok kayu, sirap, atau papan terlebih dahulu harus diperiksa secara menyeluruh (Rodriguez & Avellaneda, 2012). ini penting karena atap kayu yang lebih luas dan kuat daripada yang tersedia saat ini (Bertolini Cestari & Marzi, 2018). Kedua, kekuatan klem kayu atau 'pengait' yang digunakan untuk mengikat sirap atau papan kayu harus dievaluasi.…”
Section: Hasil Dan Pembahasanunclassified
“…Finite element modelling (FEM) can be utilized for the numerical simulation of heritage timber buildings subjected to seismic loads. To obtain an accurate representation of the geometry of the timber building and accelerate the modelling procedure, building information modelling (BIM) drawing files can be utilized, which can be imported to different FEM software packages [95][96][97].…”
Section: Seismic Vulnerability Assessmentmentioning
confidence: 99%
“…It must be said that the rapid post-earthquake assessments and all the following procedures regarding the renovation, developments of legislation, etc. were based on Italian experiences [27][28][29][30][31][32]. Although there were some initiatives for defining seismic risk and vulnerability of buildings in Croatia [12,13], the research was mainly carried out just from a scientific point of view, and the results were not respected by policy makers.…”
Section: Introductionmentioning
confidence: 99%
“…It must be said that the rapid post-earthquake assessments and all the following procedures regarding the renovation, developments of legislation, etc. were based on Italian experiences [27][28][29][30][31][32]. Figure 4 shows the difference between the actual seismic resistance level of the building and the seismic resistance ensured by different levels of reconstruction.…”
Section: Introductionmentioning
confidence: 99%