2019
DOI: 10.5194/isprs-archives-xlii-2-w11-83-2019
|View full text |Cite
|
Sign up to set email alerts
|

Digital Modelling and Analysis of Masonry Vaults

Abstract: <p><strong>Abstract.</strong> The focus of this paper is to discuss the peculiarities of the digital modelling of masonry cross vaults. The proposed methodological approach for a multidisciplinary study of masonry vaults will be focused on: geometrical survey, crack pattern, geometrical modelling, and safety assessment based on structural analysis.</p><p>Automatic reconstruction procedures recently proposed in the literature for ribbed masonry vaults, are used to overcome time-con… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

0
9
0

Year Published

2020
2020
2023
2023

Publication Types

Select...
7
1

Relationship

0
8

Authors

Journals

citations
Cited by 13 publications
(9 citation statements)
references
References 14 publications
0
9
0
Order By: Relevance
“…The general methodological proposal of the authors on the application of BIM in heritage architecture includes not only preventive conservation but also the set of actions that encompasses the concept of guardianship. This refers, in general, to knowledge, management and conservation/intervention in these buildings, including scopes like structural analysis (in the line of works such as those published in [60,61]).…”
Section: In Reference To the Structure Of The Hbim Modelmentioning
confidence: 99%
“…The general methodological proposal of the authors on the application of BIM in heritage architecture includes not only preventive conservation but also the set of actions that encompasses the concept of guardianship. This refers, in general, to knowledge, management and conservation/intervention in these buildings, including scopes like structural analysis (in the line of works such as those published in [60,61]).…”
Section: In Reference To the Structure Of The Hbim Modelmentioning
confidence: 99%
“…In recent years, one of the main focus of smart 3D reconstruction is automated processes definition based on sets of geometric rules and semantic driven analysis. The wide spread of computational tools allows us to test methods based on comparison between "ideal model" from historical sources and 3D model based on some specific geometrical inputs from point-cloud data (Angjeliu 2019). There are a lot of researches that describes applications used to model classical architectural elements (Dore, 2019), column, barrel vaults, groined vaults and so on.…”
Section: Related Workmentioning
confidence: 99%
“…However, it is only possible to use pointed arch to model these types of vaults. There is a lot of research in progress that deals with ribbed vaults parametric model generation (Angjeliu 2019) and test this tool for ribbed vault geometry study (Bagnolo 2021). Most researches in this area deal the case of rectangular or square plan vaults, we are going to address the case of trapezoidal vaults and to analyse different rules used for apsidal vaults tracing .…”
Section: Related Workmentioning
confidence: 99%
“…The FE model includes approximately 300,000 nodes, and a discretization with 122,000 linear tetrahedral elements. The model considers a parametric geometric modeling procedure, for the vault in the central nave, which is the most complex parts of the system [7,22]. The rest of the structural In particular, to generate the geometry of detailed structural models is more complex compared to other kinds of digital models as more constraints apply during their development phase, e.g., modeling of internal divisions related to material properties, geometric continuity (3D solid parts should be in full contact between each other, which is usually neglected in a purely geometrical model), geometric intersections must be avoided, strict meshing requirements as well as being computationally expensive during analysis [4,21].…”
Section: Geometric and Structural Modelingmentioning
confidence: 99%
“…The FE model includes approximately 300,000 nodes, and a discretization with 122,000 linear tetrahedral elements. The model considers a parametric geometric modeling procedure, for the vault in the central nave, which is the most complex parts of the system [7,22]. The rest of the structural members (the piers, the buttresses, the walls and iron tie rods) are modeled manually in Abaqus CAE release 6.14 [23].…”
Section: Geometric and Structural Modelingmentioning
confidence: 99%