Purnama, Adriyan Candra (2017) Modifikasi Perencanaan Gedung Amaris Hotel Madiun Dengan Flat Slab Dan Shear Wall. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
Preview |
Text
3114106038-Undergraduate_Theses.pdf - Published Version Download (5MB) | Preview |
Abstract
Gedung Amaris Hotel Madiun adalah gedung hotel dengan 8 lantai yang dibangun di daerah Madiun yang merupakan kategori resiko gempa menengah. Bangunan gedung tersebut telah di modifikasi kembali dengan memindahkan lokasi gedung ke daerah Surabaya dengan zona gempa tinggi.
Modifikasi yang dilakukan diantaranya dengan menambah jumlah lantai menjadi 10 lantai dan menggunakan sistem flat slab dan shearwall sebagai perkuatan dalam menerima beban gempa pada wilayah gempa tinggi. Gedung akan dimodelkan 3 dimensi dengan dibebani beban gravitasi dan gempa. Gedung harus memenuhi persyaratan base shear, dan harus memenuhi persyaratan drift untuk memenuhi aspek keamanan gedung.
Hasil dari perancangan didapatkan tebal pelat 200 mm , tebal drop panel 150 mm dengan lebar 300 cm baik kea rah sumbu x maupun kea rah sumbu y, dan dengan penggunaan kolom dengan dimensi 700 mm x 700 mm. Dinding geser dirancang dengan ketebalan 400 mm dengan menggunakan komponen batas. Dari analisa dinamis didapatkan bahwa struktur gedung memenuhi syarat drift dengan periode (T) sebesar 0,908 detik.
==================================================================================================== Building Amaris Hotel Madiun is a hotel building with 8 floors built in Madiun area which is a medium earthquake risk category. The building has been modified back by moving the location of the building to the Surabaya area with high seismic zones.
Modifications were made such as by increasing the number of floors to 10 floors and use the flat slab system and shearwall as reinforcement in accepting earthquake loads in high seismic regions. The building will be modeled three-dimensional burdened with gravity and seismic loads. The building must meet the requirements of the base shear, and must meet the requirements of drift to meet the safety aspects of the building.
The results of the design obtained slab thickness of 200 mm, 150 mm thick drop panel with a width of 300 cm either towards the x-axis and towards the y-axis, and with the use of a column with dimensions of 700 mm x 700 mm. Shear wall is designed with a thickness of 400 mm by using a component boundary. From the dynamic analysis showed that the structure of the building is eligible drift with a period (T) of 0.908 seconds.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Flat slab; Shear wall; drift; periode |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering |
| Depositing User: | ADRIYAN CANDRA P |
| Date Deposited: | 10 Mar 2017 02:05 |
| Last Modified: | 10 Mar 2017 02:05 |
| URI: | http://repository.its.ac.id/id/eprint/2990 |
Actions (login required)
 |
View Item |