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All Journal Semesta Teknika Teknisia axial : jurnal rekayasa dan manajemen konstruksi Community Development Journal: Jurnal Pengabdian Masyarakat JURNAL TEKNIK SIPIL UNAYA Jurnal Teknik Industri Terintegrasi (JUTIN) Bulletin of Civil Engineering Journal Of Human And Education (JAHE) Jurnal Ekonomi, Teknologi dan Bisnis Electronic Journal of Education, Social Economics and Technology Innovative: Journal Of Social Science Research De`Teksi : Jurnal Teknik Sipil Jurnal Rekayasa Infrastruktur Hexagon
Bella Lutfiani Al Zakina
Universitas Bojonegoro
Religion Arts Humanities Astronomy Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Nursing Public Health Social Sciences Transportation Veterinary Other

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Journal : Teknisia

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KUAT LENTUR PANEL DINDING EXPANDED POLYSTYRENE DENGAN PERKUATAN KALSIUM SILIKAT DAN PENYAMBUNG GESER BAUT Bella Lutfiani Al Zakina; Ashar Saputra; Ali Awaludin
TEKNISIA Vol. XXIV, No. 2, November 2019
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20885/teknisia.vol24.iss2.art1

Abstract

Started from an innovative construction system programmed by the government to provide residential homes in 2007 that is the use of expanded polystyrene concrete as a wall construction. This type of construction provides advantages that can reduce the risk of damage in the earthquakes because it has a relatively light weight which is one of the requirements for earthquake resistant houses. For this reason, the bearing capacity of the wall panel is increased to become an earthquake resistant wall using reinforcement layers. Variations on this research are expanded polystyrene concrete panels without reinforcement, with reinforcement, and with reinforcement and bolt shear connectors. Strengthening uses a reinforcement of Calcium Silicate are Kalsi board. Testing based on SNI 03-3122-1992 (Fibrous Lightweight Concrete Panel). The results showed that the average value of the panel densities was 612,57 kg/m3, the elastic modulus was 942,37 MPa, compressive strength of 2,52 MPa and water absorption capacity of 12,11%. The highest flexural strength was obtained by the panel with kalsiboard reinforcement of 1,60 MPa. This results the addition of reinforcement layers will affect the increase in strength.
EVALUASI KONDISI LINGKUNGAN DAN SARANA PENYELAMATAN PADA GEDUNG PERKULIAHAN TERHADAP BAHAYA KEBAKARAN Fadillawaty Saleh; Sinta Rizky Amalia; Hakas Prayuda; Lilis Tiyani; Bella Lutfiani Al Zakina
TEKNISIA Vol. XXVI, No. 1, Mei 2021
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20885/teknisia.vol26.iss1.art4

Abstract

Many aspects must be considered in the building's design so that the construction is sturdy and can be used according to its function. An important aspect that is often overlooked is the aspect of fire safety. This study aims to evaluate environmental conditions and safety facilities in buildings against fire hazards. The buildings reviewed are the Postgraduate Building, E6, E7, and F3 of the Muhammadiyah University of Yogyakarta. The research method used in this research is a qualitative approach, and the primary data is obtained by direct observation in the field and interviews with the person in charge of the building. This study indicates that the environmental conditions of the postgraduate building, E6, E7, and F3, are not in good condition because each building gets a condition value of 51.67%; 50.56%; 52.22%; and 50%. The rescue facilities in the postgraduate building, E6, and E7 are good; although there are some shortcomings, the value of the condition of each building is 85.98%, 87.41%, and 87.41%. The rescue facility in the F3 building is quite good, with a condition value of 65.81%.
Co-Authors Ali Awaludin Ali Awaludin Ali Mochtar, Mohamad Ashar Saputra Ashar Saputra Awaludin, Ali Ayu kurnia R Diana Puspitasari Fadillawaty Saleh Fadillawaty Saleh, Fadillawaty Fathoni , Achmad Fajar Firmanto, Uki Hakas Prayuda Harjono Harjono Ikhwan, Zainul kurnia R, Ayu Lilis Tiyani mohammad zainul ikhwan Monika, Fanny Mrabawani Insan Rendra Muhammad Ichsan Nugroho, Rivan Faisal Ramadhan, R. Muhammad Ernadi Safitri, Lusiana Saputra, Ashar Saputri, Lailia Rohmatun Saugani, Muh Sofyan Sinta Rizky Amalia Siti Solihah Sujiat Syahrul, Oni Tiyani, Lilis Toni Budi Santoso Zainnudin, Zainnudin Zainuddin, Zainuddin