| dc.contributor.advisor | Suharnoto, Yuli | |
| dc.contributor.advisor | Fauzan, Muhammad | |
| dc.contributor.author | Bahari, Tegar Bayu | |
| dc.date.accessioned | 2023-07-04T08:57:46Z | |
| dc.date.available | 2023-07-04T08:57:46Z | |
| dc.date.issued | 2023 | |
| dc.identifier.uri | http://repository.ipb.ac.id/handle/123456789/120731 | |
| dc.description.abstract | Frekuensi kejadian gempa bumi yang tinggi di Indonesia mendorong kebutuhan untuk merencanakan bangunan sesuai dengan standar tahan gempa. Oleh karena itu, penelitian ini bertujuan untuk mengevaluasi kinerja struktur bangunan bertingkat dan menentukan tingkat kinerjanya. Metode yang digunakan dalam penelitian ini adalah analisis pushover. Struktur bangunan dimodelkan menggunakan perangkat lunak ETABS, dengan pembebanan yang sesuai dengan standar SNI 1726:2019, 1727:2020, dan PPPURG 1987. Hasil analisis menunjukkan bahwa struktur gedung dapat dikatakan stabil dalam pengecekan pengaruh P-Delta, namun belum memenuhi batas izin simpangan inelastik. Titik kinerja berdasarkan FEMA 440 didapatkan nilai sebesar 303,618 mm untuk arah X dan 285,934 mm untuk arah Y. Sedangkan berdasarkan FEMA 356 target perpindahan didapatkan nilai sebesar 313,997 mm untuk arah X dan 295,493 mm untuk arah Y. Rasio daktalitas arah X sebesar 1,446 dan untuk arah Y sebesar 1,42. Selain itu, didapatkan nilai redaman efektif sebesar 5,88% untuk arah X dan 5,81% untuk arah Y. | id |
| dc.description.abstract | The high frequency of earthquake events in Indonesia drives the need to plan buildings according to earthquake-resistant standards. Therefore, this study aims to evaluate the performance of multi-storey building structures and determine their performance level. The method used in this research is pushover analysis. The building structure was modeled using an ETABS software, with loading in accordance with the SNI 1726:2019, 1727:2020, and PPPURG 1987 standards. The analysis results show that the building structure can be said to be stable in checking the influence of P-Delta, but has not yet met the inelastic deviation permit limit. The performance point based on FEMA 440 obtained a value of 303.618 mm for the X direction and 285.934 mm for the Y direction. Meanwhile, based on FEMA 356, the displacement target obtained a value of 313.997 mm for the X direction and 295.493 mm for the Y direction. The ductility ratio in the X direction is 1.446 and for the Y direction is 1.42. In addition, an effective damping value of 5.88% was obtained for the X direction and 5.81% for the Y direction. | id |
| dc.language.iso | id | id |
| dc.publisher | IPB University | id |
| dc.title | Evaluasi Kinerja Seismik Struktur Bangunan Bertingkat dengan Analisis Pushover Metode Spektrum Kapasitas dan Koefisien Perpindahan | id |
| dc.title.alternative | Performance Evaluation of Multi-Storey Building Structures using Pushover Analysis with Spectrum Capacity Method and Displacement Coefficient | id |
| dc.type | Undergraduate Thesis | id |
| dc.subject.keyword | ATC-40 | id |
| dc.subject.keyword | earthquake | id |
| dc.subject.keyword | pushover analysis | id |
| dc.subject.keyword | structure performance | id |
