Zulfar, Mochamad Ilham (2025) ANALISIS MODIFIKASI STRUKTUR GEDUNG KULIAH TERPADU POLITEKNIK PERKAPALAN NEGERI SURABAYA MENGGUNAKAN PERKUATAN DINDING GESER DAN PELAT SEBAGAI DIAFRAGMA. Undergraduate thesis, UPN Veteran Jawa Timur.
![[img]](https://repository.upnjatim.ac.id/style/images/fileicons/text.png) |
Text
21035010073 -COVER.pdf Download (1MB) |
|
Text
21035010073 -BAB 1.pdf Download (493kB) |
|
Text
21035010073 -BAB 2.pdf Restricted to Repository staff only until 13 August 2027. Download (492kB) |
|
Text
21035010073 -BAB 3.pdf Restricted to Repository staff only until 13 August 2027. Download (1MB) |
|
Text
21035010073 -BAB 4.pdf Restricted to Repository staff only until 13 August 2027. Download (6MB) |
|
Text
21035010073 -BAB 5.pdf Download (115kB) |
|
Text
DAFTAR PUSTAKA.pdf Download (119kB) |
|
Text
21035010073 -LAMPIRAN.pdf Restricted to Repository staff only until 13 August 2027. Download (15MB) |
Abstract
The Integrated Lecture Building of PPNS was constructed on a limited land area but is expected to accommodate all space requirements for educational facilities; therefore, the building was designed as a multi-story structure. However, multi-story buildings are vulnerable to lateral loads such as earthquakes and strong winds, particularly in Surabaya, which has the potential for seismic activity. Therefore, the building must be designed to have optimal structural resistance in withstanding lateral loads such as earthquakes. In this study, the building was modified by increasing the number of floors to 15 stories, implementing a dual system consisting of a combination of moment-resisting frames and shear walls to enhance the stiffness and stability of the structure. In addition, strengthening of the floor slab as a diaphragm was applied to improve the uniform distribution of lateral loads to the vertical structural elements. The results show that the SW01-type shear wall has a thickness of 350 mm with main reinforcement of 2D29–100 mm in the web area, transverse reinforcement of 2D16–150 mm, and boundary column main reinforcement of 36D29. Meanwhile, the SW02-type shear wall has a thickness of 350 mm with main reinforcement of 2D25–100 mm in the web area, transverse reinforcement of 2D13–200 mm, and boundary column main reinforcement of 36D25. The diaphragm slab analysis shows longitudinal reinforcement of 5D19 and transverse reinforcement of 3D19. The performance level is 0.008 in the X direction and 0.009 in the Y direction, placing the structure in the Immediate Occupancy (IO) classification. The structural ductility is 7.47 in the X direction and 8.74 in the Y direction, which classifies the building as having full ductility. For the foundation design, the bearing capacity is 131.55 tons at a depth of 24 m, using spun piles with a diameter of 400 mm.
| Item Type: | Thesis (Undergraduate) | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Contributors: |
|
||||||||||||
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TH Building construction |
||||||||||||
| Divisions: | Faculty of Engineering > Departement of Civil Engineering | ||||||||||||
| Depositing User: | Mochamad Ilham Zulfar | ||||||||||||
| Date Deposited: | 11 Sep 2025 06:05 | ||||||||||||
| Last Modified: | 11 Sep 2025 06:05 | ||||||||||||
| URI: | https://repository.upnjatim.ac.id/id/eprint/41665 |
Actions (login required)
 |
View Item |