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Bambang Setiabudi
Teknik Infrastruktur Sipil dan Perancangan Arsitektur, Sekolah Vokasi, Universitas Diponegoro
Civil Engineering, Building, Construction & Architecture Engineering

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Inovasi Fiber Optik untuk Pembuatan Dinding Beton Transparan Tubagus Fachrizal; Puji Widodo; Bambang Setiabudi
Jurnal Sipil dan Arsitektur Vol 1, No 1 (2023): Juni
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.1.1.2023.1-7

Abstract

Research in the site of construction is currently focused on utilization of unique, innovative, and cost-effective construction materials for long-term purposes, particulary in the context of green buildings. One material that has gained attention is tralucent concrete or light-transmitting concrete, which employs nano-optic concepts and fiber optic to transmit external light through its internal spaces. This study present a comprehensive review of previous research on light-transmitting concrete, specifically examining its applications, optimalization fiber ratios, and arrangement. Furthermore, the investigation delves into the propertiesencompassing liht transmission, mechanical strength, and energy efficiency of transparent concrete. To maximize light transmission, various proportion of fiber optic, count 3%, 4%, and 5% were incorporated into the concrete mixture. As aresult, this study aims to identify differet types of transparent materials, elucidate their properties and offer pratical illustration and application to addres these research gaps. Indeed, this research contributes to advancement of innovative construction materials, which have potential to enhance energy efficiency .
Penerapan Software SAP2000 pada Re-Design Struktur Gedung Terpadu Psikologi Olahraga Universitas Negeri Surabaya Fajar Muhamad Nabil; Muhammad Ramadhan Tegar Bagaskoro; Asri Nurdiana; Bambang Setiabudi
Jurnal Sipil dan Arsitektur Vol 1, No 2 (2023): September
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.1.2.2023.23-35

Abstract

Building structure planning has an important role for further consideration before the implementation of construction in the field to anticipate construction failure, so it requires knowledge based on applicable rules and strengthened with software to support construction success. The structural planning research on the re-design of the UNESA Sports Psychology Integrated Building project using SAP2000, aims to provide knowledge in applying the concept of building structure design and has an output in the form of structural dimensions and reinforcement in accordance with the rules of PPIUG 1983, SNI 1726-2019, SNI 1727-2020, SNI 2847-2019, and RSA Ciptakarya. The method used is planning the dimensions of the upper structure, analyzing the working load, analyzing the structure using SAP2000, and planning the lower structure with a strong bearing capacity to accept the vertical load of the structure from the SAP2000 analysis results. Based on the final results obtained for the floor slab has two types S1 (12 cm thick, Ø10- 150), S2 (10 cm thick, Ø10-150), Tiebeam and beams with types TB1 (40/75 cm 6D22), B1 (50/70 cm 13D22), B1a (50/70 cm 11D22), B2 (40/60 cm 9D19), B3 (30/50 cm 9D19), B4 (30/40 cm 8D19), Columns of type K1 (80/80 cm 22D22), K1a (80/80 cm 24D22), K1b (80/80 cm 20D22), K1c (80/80 cm 18D22), K2 (70/70 cm 18D22), K3 (68/68 cm 16D22), K4 (60/60 cm 16D19), KL (43/43 cm 10D19), and foundations with a spoonpile diameter of 60 cm number 4 with pilecap dimensions (350/350 cm D16-150).
Co-Authors Asri Nurdiana Fajar Muhamad Nabil Muhammad Ramadhan Tegar Bagaskoro Puji Widodo Tubagus Fachrizal