ANALYSIS OF THE EFFECT OF COLUMN DIMENSION VARIATIONS ON THE STRUCTURE OF A 12-STORY APARTMENT BUILDING
Journal Title: Engineering and Technology Journal - Year 2023, Vol 8, Issue 12
Abstract
High-rise buildings are building structures that are vulnerable to lateral forces so they must be designed to be able to withstand lateral loads, such as wind and earthquakes. Buildings in earthquake-prone areas must be planned to be able to withstand earthquakes. Basically, buildings that are designed to withstand earthquakes, the columns must be strong. The purpose of this study is to determine the effect of column dimension variations on building structure and obtain effective and efficient column dimensions in the planned building. The research method is preceded by conducting a literature study. Furthermore, data collection was carried out, making preliminary design of the structure, and conducting structural analysis using the help of ETABS 19.1.0 software. The results of analysis and comparison show that the smallest displacement value occurs in model 1 of 81.724 mm in the X direction and 83.776 mm in the Y direction. While the largest displacement occurs in model 3 of 95.222 mm in the X direction and 96.678 mm in the Y direction, but the displacement that occurs in model 3 is still within the permissible safe limit (100mm).
Authors and Affiliations
Ahmad Junaidi Mira Setiawati Al Azhar Amarkhan R. Dewo Hiraliya Maesa Hariyanto
Keywords
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- EP ID EP725110
- DOI 10.47191/etj/v8i12.07
- Views 64
- Downloads 0
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