Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/6122
Title: | Analysis of Multi-Storey Steel Structures with Different Bracing Types | Authors: | Karataş, Raşit Köken, Ali |
Keywords: | Displacements Multi-Storey Steel Structure SAP2000 Steel Crosses |
Publisher: | Golden Light Publishing | 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. | URI: | https://hdl.handle.net/20.500.13091/6122 |
Appears in Collections: | Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu |
Files in This Item:
File | Description | Size | Format | |
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ICEARC'23_Proceedings_Civil_Engineering.pdf | 41.97 MB | Adobe PDF | View/Open |
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