Horizontal Load Resistance of Ruined Walls, Case Study of a Hungarian Castle with the Aid of Laser
Date
Authors
Type
Language
Reading access rights:
Rights Holder
Conference Date
Conference Place
Conference Title
ISBN, e-ISBN
978-963-313-225-8
Container Title
Version
Faculty
First Page
Subject Area
Subject Field
Subject (OSZKAR)
masonry
limit load
Gender
University
- Cite this item
- https://doi.org/10.3311/CAADence.1639
OOC works
Abstract
The use of laser scanning technology for surveying historical buildings or ruins is gaining widespread popularity. While the “manual” surveying methods are time-consuming and provide just rough guess about the shape of the investigated complex building, the scanning process is very quick and the point cloud contains the “exact” geometry with the desired accuracy. This paper introduces a method, where by using the “exact” geometry of a ruined Hungarian castle, the stability of the remained walls is checked. With the aid of the point cloud an automated calculation process was developed, that defines the maximum wind load and earthquake ground acceleration as the limit load of the structures. The effect of geometrical precision was also investigated by varying the density of the point cloud.