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All Journal PILAR Forum Mekanika Aptekmas : Jurnal Pengabdian Kepada Masyarakat
Agus Subrianto
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ANALISIS PERHITUNGAN MOMEN BALOK BAJA DENGAN METODE JARINGAN SARAF TIRUAN ( 1 - 4 ) fadhila firdausa; Puryanto Puryanto; Agus Subrianto
PILAR Vol. 15 No. 1 (2020): Pilar: Maret 2020
Publisher : Politeknik Negeri Sriwijaya

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Dalam kemajuan zaman saat ini perkembangan aplikasi teknologi berkembang sangat pesat. Perkembangan aplikasi teknologi membuat penelitian mengalami persaingan dalam hal penelitian aplikasi teknologi terbarukan. Diperlukan penelitian-penelitian aplikasi teknologi terbaru untuk mengikuti perkembangan zaman. Aplikasi teknologi terbaru saat ini yang sering digunakan adalah pengembangan program Matlab.Banyak hal yang dapat dikembangkan melalui program Matlab. Salah satunya adalah metode jaringan saraf tiruan. Jaringan saraf tiruan merupakan bahasa pemograman yang digunakan mengikuti pola data yang diinputkan. Melalui proses pembelajaran maka jaringan saraf tiruan dapat membuat data sama yang telah diinputkan dan dapat membuat data baru selama masih berada didalam batasan data yang telah diinputkan. Oleh karena itu akan penelitian ini akan menganalisis hasil perhitungan momen balok baja menggunakan jaringan saraf tiruan. Adapun data yang akan dimasukkan adalah data momen balok baja yang telah didapat menggunakan aplikasi Structural Analysis Program (SAP) 2000. Data momen balok baja yang diinputkan sebanyak 10 data dengan variasi panjang balok dan variasi beban merata. Momen balok baja yang didapat dari hasil jaringan saraf tiruan selanjutnya dihitung erornya dengan perbandingan hasil momen menggunakan SAP 2000. Dari hasil analisis didapatkan eror terkecil 0,13% dan proses training mengalami eror pada bacaan ke 9. Hal ini disebabkan oleh sedikitnya data yang diinputkan.Kata kunci : perkembangan aplikasi teknologi, jaringan saraf tiruan, momen balok baja
STUDI EFEK PEMODELAN STRUKTUR TANGGA PADA BANGUNAN RUKO 3 TINGKAT AKIBAT BEBAN GEMPA Agus Subrianto
PILAR Vol. 18 No. 1 (2023): Pilar: Maret 2023
Publisher : Politeknik Negeri Sriwijaya

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ABSTRAct In designing buildings such as shophouses, the staircase structure is often modeled as a load and calculated separately from the structure. In this study, the effect of staircase modeling on the structure is reviewed by observing 3 conditions, namely: 1) the staircase structure is defined as a line load on the floor beam directly,2) part of the staircase load is included on the landing beam, and 3) the stairs are modeled as a complete structure into the building. The building is located on soft soil and is categorized as SDC D. The structure consists of 3 levels with 4 door buildings. The structures are modeled in 3 dimensions, using the lateral equivalent static earthquake procedure. The results show that modeling the stairs as a structure can increase the stiffness up to 41.82%, reduce the period of vibration up to 12.06%, the base shear force increases 3.41%, overturning moment up to 6.56%, the inter story drift and the stability coefficient is smaller, the shear force on the column supporting the stairs increased very significantly to 268.63% on the major axis and up to 405.92% on the minor axis. Keywords : Staircase structure, shophouse building, stiffnes, shear force
Co-Authors Adelia Monita Ahmad Ferdinan Amiruddin . DWI RAMADHANI Fadhila Firdausa Ibrahim Ibrahim Ika Sulianti Ika Sulianti INDRAYANI INDRAYANI Julian Fikri Juradil Rudini Medici Medici Puryanto Puryanto