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Inersia : Jurnal Teknik Sipil dan Arsitektur

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Published by Universitas Negeri Yogyakarta

ISSN : 0216762X EISSN : 2528388X DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

INERSIA is stand for INformasi dan Ekspose hasil Riset Teknik SIpil dan Arsitektur. This scientific journal is managed by the Department of Civil Engineering and Planning Education, Faculty of Engineering, Yogyakarta State University, in cooperation with the Persatuan Insinyur Indonesia (PII). It publishes and disseminates research results from lecturers and post graduate students from various universities in Indonesia, which has contributed to the development of science and technology, especially in the field of Civil Engineering and Architecture. INERSIA is published twice a year, in May and December.

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Articles 256 Documents

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PENENTUAN TEMPAT EVAKUASI (TE) TSUNAMI PADA PANTAI NGULURAN-GESING-BUTUH-NGEDAN DI KABUPATEN GUNUNGKIDUL Limpat Wibowo Aji
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 15, No 1 (2019): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe maximum number of monthly visitors to the tourism coasts in Gunungkidul Regency between 2014 and 2017 is 23.728 people. Those Indian Ocean beaches that are in the southern sides of the Island of Java are prone to tsunami disaster. However, there were no systematic and scientific study to make analysis of the tsunami disaster mitigation to those tourism beaches. Therefore, a series of policies with comprehensive rescue strategies and efforts to minimize the risk of the tsunami disaster is required. The purpose of this study was to determine places of tsunami evacuation for the tourism beaches in Gunungkidul Regency based on P646 of FEMA (Federal Emergency Management Agency) and compare them with the result of the determine places of tsunami evacuation conducted by BPBD (Local Disaster Management Authority) of Gunungkidul Regency, Yogyakarta. This purpose also includes the want of the authors to implement the method of this study to be the policy of tsunami mitigation for similar tourism beaches in the Special Territory of Yogyakarta as well as similar beaches in Indonesia. This study uses quantitative method with descriptive analysis technique that is analyzing the paths and places of tsunami evacuation based on P646 of FEMA. Given location elevation is the basic ingredient of the analysis, and therefore, elevation data, tsunami arrival time, projected number of visitors to support the analysis need to be gathered. The analysis of the evacuation areas is required to determine the evacuation places that are safe points in the evacuation process. An elevation of a safe point elevation can be a point that is beyond the reach of tsunami waves or safe areas within the tsunami pool areas. The results of this study are the height of the gathering point / safe point 25 meters above sea level to be the basis for saving themselves, if connected with the speed of walking (weak condition), then the arrival time / arrival time of the tsunami is not more than 0.5 hours. This is still within limits in accordance with the Federal Emergency Management Agency (FEMA P-646, 2008), the location of the gathering point / tsunami evacuation safe point can be used as the first rescue of tsunami victims by considering the arrival time of the tsunami. On the other hand, BPBD accommodate tsunami victims using public facilities even though they are far away and heed the arrival time of the tsunami.Keywords: beach, elevation, evacuation, gunungkidul, tsunami ABSTRAKJumlah pengunjung maksimal objek wisata pantai di Kabupaten Gunungkidul antara Tahun 2014-2017 sejumlah 23.728 jiwa per bulan, sehingga jika terjadi tsunami potensi korban sangat besar, maka untuk meminimalkan korban jiwa saat terjadi tsunami diperlukan suatu kebijakan untuk pengurangan risiko terhadap bencana tersebut dengan strategi penyelamatan yang komprehensif dan upayanya menyediakan Sistem Peringatan Dini Tsunami. Tujuan kajian adalah menentukan tempat evakuasi tsunami pada objek-objek wisata pantai di Kabupaten Gunungkidul berdasarkan FEMA P646 dan membandingkan dengan hasil penentuan tempat evakuasi tsunami yang dilakukan oleh BPBD Kabupaten Gunungkidul kesesuaian dengan pedoman FEMA P646. Kajian ini menggunakan metode kuantitatif dengan teknik analisis deskriptif yaitu menganalisis jalur dan tempat evakuasi (TE) dengan berpedoman dengan FEMA P646 untuk menentukan tempat evakuasi tsunami, ketinggian elevasi merupakan bahan dasar dari analisis yang dilakukan. Oleh karena itu, perlu dilakukan pengumpulan data ketinggian elevasi, waktu tiba tsunami, proyeksi jumlah pengunjung untuk menunjang analisis. Titik evakuasi (TE)/titik aman dibutuhkan dalam proses evakuasi, maka analisis mengenai area evakuasi tersebut perlu dilakukan. Proses analisis dilakukan dengan terlebih dahulu menentukan ketinggian elevasi titik aman. Ketinggian elevasi titik aman dapat berupa titik yang berada di luar jangkauan gelombang tsunami ataupun area yang berada di dalam area genangan tsunami. Hasil kajian ini adalah nilai ketinggian titik kumpul/titik aman 25 meter dari permukaan laut menjadi dasar untuk menyelamatkan diri, jika dihubungkan dengan kecepatan orang berjalan (kondisi lemah), maka waktu kedatangan/waktu tiba tsunami didapat tidak lebih dari 1 jam, hal ini masih dalam batasan sesuai dengan Federal Emergency Management Agency (FEMA P-646, 2008), lokasi titik kumpul/titik aman evakuasi tsunami tersebut bisa digunakan penyelamatan pertama korban tsunami dengan mempertimbangkan waktu kedatangan tsunami, sedangkan pada BPBD untuk penampungan korban tsunami menggunakan fasilitas umum walaupun jaraknya jauh dan mengindahkan waktu kedatangan tsunami.Kata kunci: elevasi, evakuasi, gunungkidul, pantai, tsunami

PEMANFAATAN LIMBAH ABUBATU SEBAGAIBAHAN PENGISI DALAM PRODUKSI SELF-COMPACTING CONCRETE Siamet Widodo, Agus Santosa, Pusoko Prapto
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 2, No 2 (2006): September
Publisher : Universitas Negeri Yogyakarta

Abstractlimestone powder has been the traditional material used incontrolling the segregation potential and deformability of fresh selfcompacting concrete (SCC). This paper deals with the utilization ofalternative materials, such as quarry dust, for SCC applications. Thisexperimental tests aimed to observe the effects of stone dust role inSCC, that utilized by addition and partial replacement ranging from 0%.12,5%, 25% and 37,5% based on the weight of portland cernentmaterial. The tests were done on compressive strength and splittingtensile strength using three standard cylinder specimens for each data.Test results indicate that stone dust could improve the compressivestrength of see by addition method with the optimum dosage in 25°/~addition by weight of cement, but all test results indicate that stone dustwill decrease the splitting tensile strength of see both in addition andpartial replacement method.Keywords: self compacting concrete, filler, stone dust.compressive strength, splitting tensile strength.

KAJIAN TERHADAP AKSESIBILITAS FISIK BAGI TUNANETRA DAN TUNADAKSA DI GEDUNG LPPMP UNY Sativa Sativa; Yasika Barra Bactiar
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 16, No 1 (2020): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRAKKajian tentang aksesibilitas berkaitan erat dengan fungsi ruang, akses menuju ruang, elemen bangunan dan seting komponen. Paper ini akan menjelaskan bagaimana kemampuan fasilitas fisik di Kampus Universitas Negeri Yogyakarta dalam mengakomodasi kebutuhan penyandang disabilitas. Evaluasi ini difokuskan pada Gedung Lembaga Pengembangan dan Penjaminan Mutu Pendidikan (LPPMP) UNY. Kajian ini merupakan kajian deskriptif kuantitatif. Pengumpulan data dilakukan dengan observasi bangunan dan pengukuran pada elemen sarana aksesibilitas. Pengelompokan data dibuat berdasarkan elemen aksesibilitas yang setipe. Analisis data dilakukan dengan cara mengkomparasikan dengan standar perencanaan bangunan aksesibel yang telah ditetapkan oleh Kementrian Pekerjaan Umum dan Perumahan Rakyat (PUPR). Hasil dari kajian evaluasi didapatkan bahwa aksesibilitas tunanetra 70,86%, dan aksesibilitas tunadaksa 75,115%. Nilai 70,86% menunjukkan aksesibilitas tunanetra masuk dalam kategori “tidak andal”, sementara 75,115% menunjukkan aksesibilitas tunadaksa masuk dalam kategori “kurang andal”. Hasil studi ini dapat menjadi referensi untuk pengembangan bangunan LPPMP maupun fasilitas fisik lain di lingkungan UNY yang lebih ramah difabel ke depan.. Kata Kunci: aksesibilitas, disabilitas, LPPMP UNY ABSTRACTStudy on accessibility is closely related to space functions, access to spaces, building elements, and component settings. The paper explained the ability of Universitas Negeri Yogyakarta (UNY) infrastructure to accommodate the needs of disabilities. This paper was focused on the LPPMP (Lembaga Pengembangan dan Penjaminan Mutu Pendidikan) Building UNY. This study used descriptive quantitative method. The data were collected by building observations, and measurements on accessibility elements. Grouping data was managed based on elements with typical forms. Data analysis was done by comparing with accessible building planning standards established by the Ministry of Public Works and Public Housing (PUPR). The results of the evaluation study found that accessibility for the blind and low vision people was 70.86% (indicates that accessibility is not reliable), and accessibility for orthopedically handicapped was 75.115% (indicates that the accessibility is less reliable). The result of this research is important to be a reference in development of LPPMP building and other infrastructure in UNY in the next, especially in order to be disability friendly campus building Keyword: accessibility, disability, LPPMP UNY

PERHITUNGAN PANJANG-KELILING-LUAS PERSIL CITRA DIGITAL GOOGLE-EARTH Ilham Marsudi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 2 (2007): Agustus
Publisher : Universitas Negeri Yogyakarta

Persil yang tampak dari citra digital image google-earth dihitungpanjang segmen garis, keliling dan luasnya. Dilakukan pertama kali dengan mencatat koordinat bujur dan lintang dari titik-titik pajak pada persil kolam renang yang ada di kampus UNY Hasil pencatatan koordinat kemudian digunakan untuk membuat sebuah theme points.Selanjutnya dibuat tiga buah theme baru dengan tipe line, polyline, dan polygon, dan dari ketiga theme ini dihitung panjang segmen garis, keliling dan luas. Hasil perhitungan dengan tool pointer menunjukkan perbedaaan yang tidak nyata dibanding dengan pengukuran langsung, sedankan perhitungan dengan tool Calculate memilikiperbedaan yang sangat nyata.

SPASIALISASI DATA TEKSTUAL DARI PERMENDAGRI NOMOR 70 TAHUN 2007TENTANG BATAS DAERAH KABUPATEN BANTUL DAN KULONPROGO Indra Putra Rusadi, Ilham Marsudi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe data from the Regulation of the Minister of Home Affairs No. 70 year 2007 regarding theregional boundaries of Bantul and Kulon Progo regencies is still textual so it is difficult forlayman to understand. Therefore arranging the spatial database using ArcGIS 10.1 isrequired to obtain the dynamic data. The process is conducted by processing the textualinformation into spatial database information in the form of visual data or the depiction of theregulation. This study was undertaken by transforming the Geographic Coordinate Database(GCDB) to form the geographic coordinates (Decimal Degrees). Furthermore, the data wasinput into the Arc Map 10.1 to determine the pillars position of the borders of Bantul andKulonprogo regencies. This study revealed that the coordinate data from the Regulation ofthe Minister of Home Affairs No. 70 year 2007 regarding the regional boundaries of Bantuland Kulon Progo Regencies, the Yogyakarta Province that is in the form of textual data canbe processed into visual data in the form of digitization into ArcGIS to produce a map of theposition of boundary pillars of the area.Keywords: border, digitization, pillar coordinates, spatialization

PENGARUH PENAMBAHAN BERBAGAI JENIS BAHAN SERAT TERHADAP KUALITAS ETERNIT A. Manap , Darmono
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 6, No 2 (2010): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTAddition of fibres obtained from waste of projects and home industries can beperformed in the fabrication of plasterboard as an effort to produce multiple benefitsand to optimize its ulitization This research was an experimental research consists of1 independent variable, which was the composition of Portland cement (SM), mill chalk(KM), and rosella (SR) mixture in 5 different compositions. Those were I(1 SM : 5 KM :0,06 SR), II( 1 SM : 5 KM : 0,08 SR), III(1 SM : 5 KM : 0,10 SR ), IV(1 SM : 5 KM : 0,12SR ), and V(1 SM : 5 KM : 0,14. SR), each of the composition was repeated threetimes. Mixing of material and plasterboard fabrication were done manually. Type oftesting were the observation of shape/visually and plasterboard weight, measurementof length, width and thickness, easiness with nails and placing, water absorbtion, waterdensity, mass per volume, and flexural strength. To investigate the real effect ofindependent variable to each parameter, the observation was conducted as dataanalysis using single line anava test dan DMRT test. The result showed that (1)Composition II (1:5:0,08) was one with good result on the observation ofshape/visually, measurement of length, width and thickness, easiness with nails andplacing, water absorbtion, water density, and mass per volume of plasterboard. (2)Composition of rosella fibre mixture gave bad effect to flexural bending of plasterboard.The test result on easiness showed that composition placed well on seven days of agewere the ratio 1:5:0,10; dan 1:5:0,12. (3) Comparison of physical and mechanicalaverage value showed that composition II (1:5:0,08.) was the best ratio. There results ifcompared to Indonesian Standard for Industry, Standar Industri Indonesia (SII.0016-72) about cement fibre sheet were complied for observation of shape/visually,measurement of length, width and thickness, easiness with nails and placing, waterabsorbtion, water density, mass per volume, while for the flexural strength none werecomplied.Keywords: fibre, plasterboard and mixture composition

“EMERGENCY EXIT” SEBAGAI SARANA PENYELAMATAN PENGHUNI PADA BANGUNAN-BANGUNAN SKALA BESAR Sumardjito Sumardjito
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 6, No 1 (2010): Mei
Publisher : Universitas Negeri Yogyakarta

Emergency exit facilities as an equipment to evacuate people/occupants fromemergency situation at a building, particularly at a big scale building; vertical scale (highrise building) and horizontal scale (large building). Fixing and type of emergency exit facilities are very variative depends on the building function, highrise and mega building, and the condition of the building itself against emergency situation. Type of emergency situation of the building are very variative, classified in 3 categories : emergency situation caused of nature (earthquake, flood, storm), emergency condition caused of man made( fire, terrorism, etc), and emergency condition caused of technical error (construction collapse due to aging). The different of conditions and types of this emergency condition has the similar effects ; made some victims, but need a differentemergency exit facilities anticipation should be established to evacuate the occupants.Therefore, emergency exit facilities, particularly at a mega building more over with it function as a commercial building which was assumptioned with high occupantions should be really accurately planned and designed. Accuracy in planned and designed should be attention in : building function, classification and categorization of risk level, number of storeys and building total floors and space.Keyword : emergency exit, emergency situation, safety

POLA PEMANFAATAN RUANG TERBUKA HIJAU PADA KAWASAN PERKAMPUNGAN PLEMBURAN TEGAL,NGAGLIK SLEMAN Budi Santoso, Retna Hidayah, Sumardjito
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 8, No 1 (2012): Mei
Publisher : Universitas Negeri Yogyakarta

This paper aims to describe the utilization of open space in Plemburan Tegal,Ngaglik Sleman. This description that will be the basis to determine the utilizationpattern of green open space in accordance with land use regulation is done by thefollowing steps: identified land use, identified existing physical condition of the openspace, identified residents activities in open space areas, and finally perform trendanalysis to determine the pattern use of green space utilization. The study wasconducted in inductive approach as well as qualitative descriptive method. Theresults show that Plemburan Tegal has adequate open space of 33.13% of totalarea, consist of green area 20.57% and paved area 12.56%. Based to the openownership, the open space classified into 45.74% belongs to the privat while54.26% belongs to the public. Based on the land use pattern and activities, openspace of Plemburan Tegal is classified into following used: adult gathering activities(RTH1), community hall completed by outdoor sport activities of tennis and volleyball (RTH 2), playground activities for children (RTH 7), individual-based plantations,and vacant open space.Keyword: Green open space, Land use

PEMANFAATAN ABU SABUT KELAPA SAWIT DAN PENGARUHNYA TERHADAP KARAKTERISTIK BATAKO Nur Aisyah Jalali
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 13, No 1 (2017): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACT This study aims to determine the physical properties and quality of the concrete block that contain palm ash as a partial replacement of cement.The sample of concrete blocks measuring 40x20x10 cm with compositions 1 cement and 4 sand (volume ratio).Variations of the test specimen without palm ash and containing palm ash content with 5%, 10%, 15%, and 20% of the cement used.The test includes examining the size, the compressive strength testing, and water absorption.The test results showed that the length and width of the concrete blocks are still in the allowable limits, but the thickness does not meet standards. The results of compressive strength testing of concrete blocks with ash content 5%, 10%, and 15% are considered quality II, concrete blocks without ash and with ash content of 20% included in the quality III. The test results of water absorption for all variations of the mixture into the quality I and II Keywords: concrete block, palm fiber, measure, strength, water absorption ABSTRAK Penelitian ini bertujuan untuk mengetahui sifat-sifat fisis dan mutu batako akibat adanya abu sabut kelapa sawit (SKS) sebagai bahan pengganti sebagian semen. Benda uji berupa batako berukuran 40x20x10 cm dengan komposisi 1 semen dan 4 pasir (perbandingan volume). Variasi benda uji yakni batako tanpa abu SKS, dan batako dengan abu SKS sebesar 5%, 10%,15%, serta 20% dari kebutuhan semen. Pengujian meliputi pemeriksaan ukuran, pengujian kuat tekan, dan penyerapan air. Hasil pemeriksaan ukuran menunjukkan bahwa panjang dan lebar batako masih berada dalam batas yang diperkenankan, tetapi tidak demikian dengan tebal batako. Hasil pengujian kuat tekan batako dengan kadar abu 5%, 10%, dan 15% masuk dalam mutu II, sedangkan batako tanpa kadar abu dan batako dengan kadar abu 20% masuk dalam mutu III (Balitbang Kimpraswil, 2003b). Hasil pengujian penyerapan air untuk semua variasi campuran masuk dalam mutu I dan II (Balitbang Kimpraswil, 2003b). Kata kunci: batako, sabut kelapa sawit, ukuran, kuat tekan, penyerapan air.

PEMANFAATAN LIMBAH TETES TEBU SEBAGAI ALTERNATIF PENGGANTI SET-RETARDER DAN WATER REDUCER UNTUK BAHAN TAMBAH BETON Agus Santoso
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 8, No 2 (2012): Desember
Publisher : Universitas Negeri Yogyakarta

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