Sulthan, Mahesa Khibrah Rabbani (2026) Pengembangan Sambungan Antar Modul Tipe Plug-in Untuk Struktur Bangunan Baja Modular 13 Lantai Pada Kds B. Other thesis, Institut Teknologi Sepuluh Nopember.
![[thumbnail of 5012221078_Undergraduate Thesis.pdf]](http://repository.its.ac.id/style/images/fileicons/text.png) |
Text
5012221078_Undergraduate Thesis.pdf Restricted to Repository staff only Download (10MB) | Request a copy |
Abstract
Penerapan konstruksi baja modular di Indonesia hingga saat ini masih terbatas pada bangunan gedung bertingkat rendah, yang disebabkan oleh metode sambungan yang umumnya masih mengadopsi sistem sambungan baja konvensional. Penelitian ini mengusulkan pengembangan desain Inter-Module Connection (IMC) berbasis plug-in connection yang sebelumnya dikembangkan oleh Ge Zhang, untuk diterapkan pada struktur bangunan gedung setinggi 13 lantai. Tiga tipe model sambungan, yaitu IC1, EC1, dan EC2, dianalisis untuk mengevaluasi karakteristik kekakuannya berdasarkan kurva momen–rotasi. Selanjutnya, kapasitas masing-masing sambungan diperiksa mengacu pada ketentuan AISC 360-22 dan AISC 341-16. Analisis dilakukan menggunakan metode elemen hingga (finite element method) dengan skema pembebanan ramp loading. Hasil analisis menunjukkan bahwa sambungan EC2 dan EC1 tergolong sebagai sambungan partially restrained, dengan nilai parameter kekakuan masing-masing sebesar 8,22 dan 17,11, sedangkan sambungan IC1 diklasifikasikan sebagai fully restrained dengan nilai sebesar 25. Pada penerapannya pada bangunan gedung 13 lantai dengan Kategori Desain Seismik (KDS) B, rasio kapasitas terhadap tegangan leleh sambungan EC2, EC1, dan IC1 masing-masing adalah sebesar 39%, 16%, dan 46%. Selain itu, evaluasi terhadap persyaratan AISC 341-16 menunjukkan bahwa rasio kapasitas momen terhadap momen yang dipersyaratkan untuk sambungan EC2, EC1, dan IC1 berturut-turut sebesar 93%, 43%, dan 55%. Berdasarkan hasil tersebut, dapat disimpulkan bahwa ketiga model sambungan yang diusulkan masih memenuhi persyaratan desain yang berlaku.
=================================================================================================================================
The application of modular steel construction in Indonesia is still limited to low-rise buildings, mainly because the connection methods commonly adopted are still based on conventional steel building connections. This study proposes the development of an IMC design based on a plug-in connection previously developed by Ge Zhang, to be applied to a 13-story building structure. Three types of connection models—IC1, EC1, and EC2—were analyzed to determine their stiffness through moment–rotation curves. Furthermore, the connection capacities were evaluated in accordance with AISC 360-22 and AISC 341-16. The analysis was conducted using ramp loading through the finite element method. The results indicate that EC2 and EC1 connections fall into the partially restrained category with values of 8.22 and 17.11, respectively, while the IC1 connection is classified as fully restrained with a value of 25. When applied to a 13-story building with Seismic Design Category B, the yield stress capacity ratios of EC2, EC1, and IC1 connections are 39%, 16%, and 46%, respectively. Verification against the requirements of AISC 341-16 was also performed, showing that the ratios of moment capacity to the required moment demand for EC2, EC1, and IC1 connections are 93%, 43%, and 55%, respectively. It can be concluded that all three connection models satisfy the required design criteria
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Intermodule Connection (IMC), Gedung 13 Lantai KDS B, Metode Elemen Hingga, Intermodule Connection (IMC), 13-Story Building SDC B, Finite Element Method |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA347 Finite Element Method T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design T Technology > TA Engineering (General). Civil engineering (General) > TA660.F7 Structural frames. |
| Divisions: | Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Mahesa Khibrah Rabbani Sulthan |
| Date Deposited: | 21 Jan 2026 06:52 |
| Last Modified: | 21 Jan 2026 06:52 |
| URI: | http://repository.its.ac.id/id/eprint/129945 |
Actions (login required)
 |
View Item |