Abstract
The process of building structures analysis is generally done separately with the process of estimating the volume of concrete which is done manually. This can result in a discrepancy in the needs of concrete calculated manually with the model of the building analyzed. References related to BIM implementation in building planning referring to SNI 1726:2019 are still very limited. This study discusses the implementation of BIM in structural modelling of simple concrete buildings with 3, 9, and 12-story variations in Revit as 2D and 3D models. The same BIM model is used in Robot Structural Analysis to analyze the structure against earthquake loads using the equivalent static method and spectrum response method according to SNI 1726:2019 to determine story shears and story displacements. Modelling with same specifications and loading is also performed in ETABS to determine the story shear and story drifts as control, independent structural analysis models. The results of story shear and story drifts of structural components from BIM models, independent structure analysis models, and manual calculations are compared to determine the accuracy of BIM implementation results in simple concrete structure analysis in terms of the mentioned aspects
| Original language | English |
|---|---|
| Pages (from-to) | 69 - 75 |
| Journal | International Journal of Science and Engineering Investigations |
| Volume | 11 |
| Issue number | 122 |
| Publication status | Published - 25 Mar 2022 |
Keywords
- BIM
- Response Spectrum
- Static Equivalent
- Story Drif
- Story Shear