Load capacity proof of a rib vault, rebuilt based on a historical model
Research output: Contribution to book/conference proceedings/anthology/report › Chapter in book/anthology/report › Contributed › peer-review
Contributors
Abstract
Dresden's Castle was destroyed in February 1945 to a large extent. Its gradual reconstruction took several decades. The last major building task was the reconstruction of the Schützkapelle (in English: Schütz Chapel). The biggest challenge was the construction of a masonry rib vault according to its historic model. Because of difficulties in accurately determining the mathematical description of the vault, a load test was conducted on a 1:1 model of one bay of the vault. For the load application, 48 tie rods were used. A total of six main load cases were tested. The ultimate load-bearing capacity and the serviceability of the vault were successfully demonstrated.
Details
Original language | English |
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Title of host publication | Special Issue:Festschrift zum Jubiläum 25 Jahre Professur und 60. Geburtstag von o.Univ.‐Prof. Konrad Bergmeister |
Pages | 135-143 |
Volume | 3 |
Edition | 2 |
Publication status | Published - 2019 |
Peer-reviewed | Yes |
Publication series
Series | ce/papers : the online collection for conference papers in civil engineering |
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ISSN | 2509-7075 |
External IDs
ORCID | /0000-0002-8976-6680/work/142236508 |
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ORCID | /0000-0002-2328-2034/work/142252739 |
ORCID | /0000-0002-1596-7164/work/142255699 |