Lailasari, DesintaNur (2014) Studi Komparasi Perencanaan Gedung Tahan Gempa Dengan Menggunakan Sni 03-1726-2002 Dan Sni 03-1726-2012. Sarjana thesis, Universitas Brawijaya.
Abstract
Beberapa tahun ini, Indonesia sering dikejutkan dengan berbagai macam bencana alam, terutama gempa. Hal ini terjadi karena Indonesia berada di kawasan Pasific Ring Of Fire. Kedatangan gempa tidak dapat diprediksi secara pasti tempat dan waktunya, oleh sebab itu, harus ada sistem pemberitahuan dini terhadap bahaya gempa dan juga dibuat pengantisipasian dengan pembangunan gedung yang tahan gempa agar tidak memakan korban jiwa dalam jumlah banyak. Di Indonesia terdapat standar kegempaan SNI 03-1726-2002. Akan tetapi menurut para ahli gempa di Indonesia, peraturan ini dirasa sudah tidak sesuai lagi diaplikasikan sebagai pedoman perencanaan struktur tahan gempa karena mengingat banyak gempa besar yang terjadi dan menyebabkan kerusakan pada struktur bangunan. Seiring berjalannya waktu dan teknologi, maka dilakukan pembaharuan dengan disusunnya SNI 03-1726-2012 sebagai standar kegempaan yang baru. Dengan adanya SNI 03-1726-2012 maka dilakukan analisis perbandingan seberapa besar perubahannya dari standar kegempaan yang lama. Agar bisa mengetahui seberapa efektif dalam penggunaan standar tersebut pada perencanaan gedung tahan gempa. Tujuan dari penulisan tugas akhir ini adalah untuk mengetahui perbedaan beban gempa antara SNI 2002 dengan SNI 2012, mengetahui perbedaan hasil analisis gempa statis linier antara SNI 2002 dengan SNI 2012, dan mengetahui perbedaan hasil analisis gempa dinamis linier antara SNI 2002 dengan SNI 2012. Proses analisis menggunakan model gedung 4 lantai untuk analisis gempa statis linier dan model gedung 10 lantai untuk analisis gempa dinamis linier. Zona wilayah gempa adalah zona kota Malang dengan jenis tanah keras. Dari hasil analisis dan komparasi dapat disimpulkan beban gempa dipengaruhi oleh faktor respons gempa. Pada SNI 2012 memiliki faktor respon gempa lebih besar daripada SNI 2002. Hasil komparasi analisis gempa statis linier dengan menggunakan analisis statik ekivalen gaya geser nominal SNI 2012 lebih besar 13,84% daripada SNI 2002. Kombinasi pembebanan SNI 2012 memiliki koefisien yang lebih besar daripada SNI 2002. Serta simpangan antarlantai pada SNI 2012 juga lebih besar 48,37% daripada SNI 2002. Sedangkan hasil komparasi analisis gempa dinamis linier dengan menggunakan analisis spektrum respons ragam metode CQC gaya geser nominal SNI 2012 lebih besar 48,56% daripada SNI 2002. Serta simpangan antarlantai pada SNI 2012 juga lebih besar 80,18% daripada SNI 2002.
| Item Type: | Thesis (Sarjana) |
|---|---|
| Identification Number: | SKR/FT/2014/67/051401034 |
| Subjects: | 600 Technology (Applied sciences) > 624 Civil engineering |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | Budi Wahyono Wahyono |
| Date Deposited: | 17 Feb 2014 11:23 |
| Last Modified: | 21 Oct 2021 15:14 |
| URI: | http://repository.ub.ac.id/id/eprint/142996 |
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