Structural changes effect on deflect of tower st. Jiri on Prague Castle
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00172428" target="_blank" >RIV/68407700:21110/10:00172428 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—
Alternative languages
Result language
angličtina
Original language name
Structural changes effect on deflect of tower st. Jiri on Prague Castle
Original language description
The basilica st. Jiri on Prague Castle has two towers and three bodies. The north tower is deflected from vertical about 450mm. During the last measurement it was found, that the walls were diverted too. The reasons and beginning of fault genesis have not been known yet. It can be larger self weight of tower then weight of navy. The next reasons which were investigated: tower weakening by the door opening, influence of inside vault over middle navy, foundation conditions. The results obtained from numerical model show that every mentioned reason contributed to the deflection of the tower.
Czech name
—
Czech description
—
Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
—
Result continuities
Project
—
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Structural Analysis of Historic Constructions
ISBN
—
ISSN
1022-6680
e-ISSN
—
Number of pages
6
Pages from-to
—
Publisher name
Trans Tech Publications Inc.
Place of publication
Uetikon-Zurich
Event location
Shanghai
Event date
Oct 6, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
—