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Wyszukujesz frazę "architektura Armenii" wg kryterium: Temat


Wyświetlanie 1-2 z 2
Tytuł:
Kościół Surb Sargis w Tekor w Armenii. Między Persją a Bizancjum
The Surb Sargis (st. Sergei’s) church in Tekor (Armenia): between Persia and Byzantium
Autorzy:
Próchniak, Daniel
Powiązania:
https://bibliotekanauki.pl/articles/614246.pdf
Data publikacji:
2016
Wydawca:
Katolicki Uniwersytet Lubelski Jana Pawła II
Tematy:
wczesnochrześcijańska architektura Armenii
najwcześniejsze kościoły kopułowe
geneza kopuły na trompach
Armenian early-Christian architecture
earliest churches with domes
squinch dome genesis
Opis:
The Surb Sargis (St. Sergei’s) church in Tekor, in the Shirak region of the present-day Turkey, is nowadays in total ruin. Fortunately, before its destruction by the 1911 earthquake, it had been extensively studied (e.g. by T. Toramanian and J. Strzygowski) and the documentation preserved allows us to treat it as one of the most important early-Christian buildings in both Armenia and the whole Orbis Christianus (Fig. 1-3). It is highly probable that the church was built at the site of an earlier pagan temple, utilising the former building’s tall 9-step crepidoma. Between the beginning of the 4th and the ending of the 5th century a three-nave basilica without a dome was built on the earlier base, only to be thoroughly rebuilt in the years 478-504 (dating based on the inscription at the lintel of the western portal; Fig. 4). After the rebuilding, the church acquired its 9-square structure designed by 3 naves and 3 bays. The central bay was covered with a small cupola, or rather, a cupola-structure (Fig. 5 and 7). Taking into account the contemporary state of research one may suppose that this innovative construction is the earliest known link in the process of emerging of the cross-cupola plan of churches, dominating till today in the church architecture of Eastern Christianity. The reduction of the corners of the central bay – in order to adjust its square shape to the circular base of the dome – was achieved by the construction of four small squinches (Fig. 8). This solution was most probably taken over from the 2nd – 3rd-century architecture of Persia, with which the pre-Christian Armenia had long maintained strong and varied contacts. Apart from the Tekor basilica, squinches were also used in two other buildings on the Ararat Upland near Erevan: in the small grave chapel at the Voghjaberd cemetery (5th – 6th century; Fig. 9-12) and in the one-nave church Surb Poghos- Petros (St. Paul and Peter’s) in Zovuni (between the ending of the 5th and the turning of the 6th and 7th centuries). These examples allow one to treat Armenia as a bridge between the architecture of Persia and Byzantium, where similar constructions appeared and spread widely in later periods.
Źródło:
Vox Patrum; 2016, 65; 547-564
0860-9411
2719-3586
Pojawia się w:
Vox Patrum
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Seismic Performance Evaluation of Historical Case Study of Armenian Architecture Tekor Church
Autorzy:
Şeker, Burçin Şenol
Özkaynak, Merve
Powiązania:
https://bibliotekanauki.pl/articles/27314736.pdf
Data publikacji:
2022
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
cultural heritage
damage
FEM model
historical construction
masonry churches
Armenia architecture
Tekor
seismic vulnerability
dziedzictwo kulturowe
szkody
modele MES
budowle historyczne
architektura Armenii
trzęsienia ziemi
Opis:
Masonry churches, which are one of the cultural heritages, show the historical background, cultural and religious characteristics of the cities and material properties. Churches in the earthquake zone, which are different from each other in terms of typology and have a special importance, are at risk. The aim of this study is to examine the earthquake behavior of a church sample in Turkey and to provide a guide for structures with similar typology. The building was modeled and subjected to dynamic loads using macro modeling technique. Free vibration mode shapes were determined by modal analysis, and it was determined that these modes were mainly in the form of translation of the upper part of the structure. In the time history analysis, the stress and deformation values were determined. It has been observed that the stresses take high values at the supports and top of the main columns and in the arches connecting these columns to the side walls. It was concluded that the deformations reached their maximum values at the apex of the triangular gable walls in the upper part of the building. The results obtained are consistent with the damage the church received in past earthquakes.
Źródło:
Civil and Environmental Engineering Reports; 2022, 32, 2; 36--52
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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