Flexible prefabricated system moravamont 2000
At the end of a decade-long research work at the Moravamont plant in Gnjilane, a new completely prefabricated building system was created from reinforced concrete and prestressed precast elements on the track, which was called Moravamont 2000. Presented in paper final results demonstrates that the c...
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Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/72/e3sconf_icbte2020_02005.pdf |
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doaj-fbea72028a034c2d9f23b36d6ce60a662021-04-02T19:03:18ZengEDP SciencesE3S Web of Conferences2267-12422020-01-012120200510.1051/e3sconf/202021202005e3sconf_icbte2020_02005Flexible prefabricated system moravamont 2000Cuckič Živko P.0Serbia and European UnionAt the end of a decade-long research work at the Moravamont plant in Gnjilane, a new completely prefabricated building system was created from reinforced concrete and prestressed precast elements on the track, which was called Moravamont 2000. Presented in paper final results demonstrates that the construction is well and rationally designed, that the construction behaviour for the maximum expected earthquake effects with a return period of 500 years, according to the criterion of regulation, is resistant and resistant to an earthquake without major damage. The idea is to present through new system moravamont 2000 its flexible side along with the possible development using 3D technology.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/72/e3sconf_icbte2020_02005.pdfprestressed precast elementseismic actionstructural system3d |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Cuckič Živko P. |
spellingShingle |
Cuckič Živko P. Flexible prefabricated system moravamont 2000 E3S Web of Conferences prestressed precast element seismic action structural system 3d |
author_facet |
Cuckič Živko P. |
author_sort |
Cuckič Živko P. |
title |
Flexible prefabricated system moravamont 2000 |
title_short |
Flexible prefabricated system moravamont 2000 |
title_full |
Flexible prefabricated system moravamont 2000 |
title_fullStr |
Flexible prefabricated system moravamont 2000 |
title_full_unstemmed |
Flexible prefabricated system moravamont 2000 |
title_sort |
flexible prefabricated system moravamont 2000 |
publisher |
EDP Sciences |
series |
E3S Web of Conferences |
issn |
2267-1242 |
publishDate |
2020-01-01 |
description |
At the end of a decade-long research work at the Moravamont plant in Gnjilane, a new completely prefabricated building system was created from reinforced concrete and prestressed precast elements on the track, which was called Moravamont 2000. Presented in paper final results demonstrates that the construction is well and rationally designed, that the construction behaviour for the maximum expected earthquake effects with a return period of 500 years, according to the criterion of regulation, is resistant and resistant to an earthquake without major damage. The idea is to present through new system moravamont 2000 its flexible side along with the possible development using 3D technology. |
topic |
prestressed precast element seismic action structural system 3d |
url |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/72/e3sconf_icbte2020_02005.pdf |
work_keys_str_mv |
AT cuckiczivkop flexibleprefabricatedsystemmoravamont2000 |
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