Setiawan, Wendik (2025) Planning of reinforced concrete shear walls in highrise buildings / Wendik Setiawan</p>. Diploma thesis, Universitas Negeri Malang.
Full text not available from this repository.Abstract
p The author reviews the role of shear walls in resisting earthquake forces or lateral loads. Currently books on the market that review the design of reinforced concrete shear walls using the latest regulations (SNI) in detail have not been found. Most books or reference sources provide a general review of the characteristics of shear walls and reinforced concrete in general and still use the previous regulations (SNI). Therefore the author conducted a study to review things that need to be considered in the design of shear walls from various sources with the existence of this book or reference it is hoped that it can be a source of reference or reference in the design of reinforced concrete shear walls both for practitioners and academics. So that the designed shear walls are expected to work properly and are able to provide good performance when lateral loads act on the structure. The analysis was carried out using a case study of a fictitious building modeled in ETABS v.21. Loading is carried out with a combination of live loads dead loads and earthquake loads. After being modeled structural behavior control will be carried out until it meets the applicable regulatory requirements. After obtaining the appropriate model a shear wall analysis was carried out by taking the maximum force at each critical condition due to loading. From the results of the analysis it was found that the shear wall cross-section meets the applicable regulatory requirements. /p
| Item Type: | Thesis (Diploma) |
|---|---|
| Divisions: | Fakultas Teknik (FT) > Departemen Teknik Sipil (TS) > S1 Teknik Sipil |
| Depositing User: | library UM |
| Date Deposited: | 17 Apr 2025 04:29 |
| Last Modified: | 09 Sep 2025 03:00 |
| URI: | http://repository.um.ac.id/id/eprint/399596 |
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