Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/6122
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Karataş, Raşit | en_US |
dc.contributor.author | Köken, Ali | en_US |
dc.date.accessioned | 2024-08-27T10:33:54Z | - |
dc.date.available | 2024-08-27T10:33:54Z | - |
dc.date.issued | 2023 | en_US |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/6122 | - |
dc.description.abstract | Purpose: This study was carried out to show the effect of steel bracing systems on a multi-storey steel structure in terms of base shear forces, displacements and structure weights. Study design/methodology/approach: Analysis of two different structures with 20 floors, 3 meters in height and 60 meters in total building height, 5 spans in both directions and 30 meters in both directions, without braces and with central X braces, were analyzed with the SAP2000 program under the influence of constant load, live load, snow load and horizontal loads, as well as 2 different ground classes and 2 different spectrum acceleration coefficients, taking into account the ÇYTHYE-2016 and TBDY 2018 regulations. Findings: According to the findings obtained, it was determined that the weight of the structure decreased due to the reduction of the cross-sections formed by the use of the diagonal system of the X diagonal system compared to the unbraced system, greatly reducing the base shear forces, and significantly limiting the displacements. Originality/value: In this study, it has been shown what kind of positive effects the use of steel braces in multi-storey steel structures has on the building safety and economically. Analysis with the SAP2000 program gave successful results in this sense. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Golden Light Publishing | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Displacements | en_US |
dc.subject | Multi-Storey Steel Structure | en_US |
dc.subject | SAP2000 | en_US |
dc.subject | Steel Crosses | en_US |
dc.title | Analysis of Multi-Storey Steel Structures with Different Bracing Types | en_US |
dc.type | Conference Object | en_US |
dc.relation.conference | ICEARC'23 3rd International Civil Engineering & Architecture Conference | en_US |
dc.relation.publication | 3rd International Civil Engineering & Architecture Conference | en_US |
dc.contributor.affiliation | Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.relation.isbn | 978-605-81854-7-0 | en_US |
dc.description.startpage | 46 | en_US |
dc.description.endpage | 54 | en_US |
dc.department | Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.authorid | 0000-0002-2461-132X | en_US |
dc.institutionauthor | Köken, Ali | en_US |
dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | en_US |
item.fulltext | With Fulltext | - |
item.openairetype | Conference Object | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | open | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
Appears in Collections: | Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
ICEARC'23_Proceedings_Civil_Engineering.pdf | 41.97 MB | Adobe PDF | View/Open |
CORE Recommender
Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.