Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Marios‐Zois Bezas"'
Autor:
Alexander-Dimitrios Tsonos, George Kalogeropoulos, Pantelis Iakovidis, Marios-Zois Bezas, Michail Koumtzis
Publikováno v:
Fibers, Vol 9, Iss 7, p 45 (2021)
An analytical and experimental investigation was conducted herein to examine the cyclic load behavior of beam–column joint subassemblages, typical of both the modern reinforced concrete (RC) structures and of the pre-1960s–1970s existing ones. Se
Externí odkaz:
https://doaj.org/article/4d0015e7c7954dce9f8619fa78915a47
Publikováno v:
ce/papers. 5:874-881
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e2e77ac4d0c888aecc083c731987f4ce
https://doi.org/10.1002/cepa.1830
https://doi.org/10.1002/cepa.1830
Publikováno v:
Stahlbau Kalender 2022. :527-576
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a89cb5aff427598332def6b431238407
https://doi.org/10.1002/9783433611111.ch9
https://doi.org/10.1002/9783433611111.ch9
Publikováno v:
Steel Construction. 15:43-47
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c89d50a438c6c52eb07af8979be0ec53
https://doi.org/10.1002/stco.202100051
https://doi.org/10.1002/stco.202100051
Publikováno v:
ce/papers. 4:243-248
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dfb78d2d8f07f5aa66e4d12a236c942e
https://doi.org/10.1002/cepa.1288
https://doi.org/10.1002/cepa.1288
Publikováno v:
ce/papers. 4:1523-1529
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d5f488c3f569d940cce267ceca73110
https://doi.org/10.1002/cepa.1451
https://doi.org/10.1002/cepa.1451
Publikováno v:
Journal of Constructional Steel Research. 189:107092
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b95944e6d7e78365b098f57fee60ea9e
https://doi.org/10.1016/j.jcsr.2021.107092
https://doi.org/10.1016/j.jcsr.2021.107092
Publikováno v:
Engineering Structures. 252:113603
Lattice towers are extensively built in Europe and worldwide to serve telecommunication or power transmission purposes. Their members are usually made of equal leg angle profiles that are bolted at their extremities. Such types of towers are mainly d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2102eee1a6513d2acf3b75fcbf1d4cb3
https://doi.org/10.1016/j.engstruct.2021.113603
https://doi.org/10.1016/j.engstruct.2021.113603
Publikováno v:
Journal of Constructional Steel Research. 185:106842
Angle profiles belong to the most common structural steel shapes used in construction. They exhibit specific features that distinguish them from other types of common sections. This paper presents specific rules for the classification of angle profil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::127b91cacf84252c58afbbc315e21799
https://doi.org/10.1016/j.jcsr.2021.106842
https://doi.org/10.1016/j.jcsr.2021.106842
Publikováno v:
Thin-Walled Structures. 159:107287
The stability of columns made of large angle profiles in high strength steel and subjected to centric and eccentric compression loads is investigated through experimental tests, numerical simulations and normative approaches. The aim is to widen the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ce93ed686aec5f91e7ebcd399d235cb1
https://doi.org/10.1016/j.tws.2020.107287
https://doi.org/10.1016/j.tws.2020.107287