Load capacity proof of a rib vault, rebuilt based on a historical model

Research output: Contribution to book/conference proceedings/anthology/reportChapter in book/anthology/reportContributedpeer-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 languageEnglish
Title of host publicationSpecial Issue:Festschrift zum Jubiläum 25 Jahre Professur und 60. Geburtstag von o.Univ.‐Prof. Konrad Bergmeister
Pages135-143
Volume3
Edition2
Publication statusPublished - 2019
Peer-reviewedYes

Publication series

Series ce/papers : the online collection for conference papers in civil engineering
ISSN2509-7075

External IDs

ORCID /0000-0002-8976-6680/work/142236508
ORCID /0000-0002-2328-2034/work/142252739
ORCID /0000-0002-1596-7164/work/142255699

Keywords