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 |
|---|---|
| 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 : Proceedings in Civil Engineering |
|---|---|
| ISSN | 2509-7075 |
External IDs
| ORCID | /0000-0002-8976-6680/work/142236508 |
|---|---|
| ORCID | /0000-0002-2328-2034/work/142252739 |
| ORCID | /0000-0002-1596-7164/work/142255699 |