izpis_h1_title_alt

Potresni odziv in nosilnost mozničnih stikov armiranobetonskih gred in stebrov
ID Isaković, Tatjana (Author), ID Zoubek, Blaž (Author), ID Fischinger, Matej (Author)

.pdfPDF - Presentation file, Download (22,78 MB)
MD5: 879CCC83BEBEC4893D4EB23B7BAEE1C4

Abstract
V članku so opisani mehanizmi potresnega odziva mozničnih stikov gred in stebrov v armiranobetonskih montažnih halah. Prikazan je postopek za oceno nosilnosti takšnih stikov, ki upošteva dve značilni vrsti njihovega odziva, ki lahko privedeta bodisi do njihove lokalne bodisi do globalne porušitve. Ta postopek, ki smo ga razvili in verificirali na UL FGG, bo predvidoma vključen v naslednjo verzijo standarda Evrokod 2, in sicer v del, ki se nanaša na projektiranje stikov betonskih elementov.

Language:Slovenian
Keywords:potresno inženirstvo, gradbene konstrukcije, moznik, stik gred in stebrov, montažne hale, potresni odziv, nosilnost mozničnih stikov, novi standard Evrokod 2
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publication status:Published
Publication version:Version of Record
Year:2022
Number of pages:Str. 2-14
Numbering:Letn. 71
PID:20.500.12556/RUL-135503 This link opens in a new window
UDC:006:624.042.7
ISSN on article:0017-2774
COBISS.SI-ID:95411715 This link opens in a new window
Publication date in RUL:16.03.2022
Views:832
Downloads:55
Metadata:XML RDF-CHPDL DC-XML DC-RDF
:
Copy citation
Share:Bookmark and Share

Record is a part of a journal

Title:Gradbeni vestnik. glasilo Zveze društev gradbenih inženirjev in tehnikov Slovenije
Shortened title:Gradb. vestn.
Publisher:Zveza društev gradbenih inženirjev in tehnikov Slovenije
ISSN:0017-2774
COBISS.SI-ID:859140 This link opens in a new window

Secondary language

Language:English
Title:Seismic response and capacity of reinforced concrete beam-to-column dowel connections
Abstract:
The paper presents the seismic response mechanisms of beam-to-column dowel connections in reinforced precast concrete buildings. A procedure for assessing their load-bearing capacity is proposed considering two typical types of response that lead to local or global failure of the connection. This procedure, developed and evaluated at UL FGG, is expected to be included in the next version of the Eurocode 2 standard, in the part dealing with the design of fastenings for the use in concrete.

Keywords:earthquake engineering, structural engineering, civil engineering, dowel, beam-to-column connection, precast buildings, seismic response, capacity of dowel connections, new standard Eurocode 2

Projects

Funder:EC - European Commission
Project number:št. proj. 218417
Name:Performance of Innovative Mechanical Connections in Precast Building Structures under Seismic Conditions

Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Back