General Information
| Completion: | 1874 |
|---|---|
| Status: | in use |
Project Type
| Function / usage: |
Bell tower / campanile |
|---|
Location
| Location: |
Kizhi, Republic of Karelia, Northwestern Federal District, Russia |
|---|---|
| Coordinates: | 62° 4' 3.06" N 35° 13' 23.89" E |
Technical Information
There currently is no technical data available.
Participants
Currently there is no information available about persons or companies having participated in this project.
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (1967): Abhängigkeit der Massenkräfte eines Glockenturms von der Höhenlage des Glockenstuhls. In: Bautechnik, v. 44, n. 10 (October 1967), pp. 355-359.
- (2021): Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operation Modal Analysis (OMA) Identification. In: International Journal of Architectural Heritage, v. 15, n. 1 ( 2021), pp. 1-30.
- (2014): Analysis and mitigation of seismic pounding of a slender R/C bell tower. In: Engineering Structures, v. 71 (July 2014), pp. 23-34.
- (2017): Assessment of a monumental masonry bell-tower after 2016 Central Italy seismic sequence by long-term SHM. In: Bulletin of Earthquake Engineering, v. 16, n. 2 (September 2017), pp. 775-801.
- (2016): Automated post-earthquake damage detection in a monumental bell tower by continuous dynamic monitoring. Presented at: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016.
- About this
data sheet - Structure-ID
20028642 - Published on:
24/06/2007 - Last updated on:
30/07/2014
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