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Inersia : Jurnal Teknik Sipil dan Arsitektur

inersia
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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 312 Documents

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STUDI EKSPERIMEN KUAT LEKAT MORTAR BIASA PADA PASANGAN BETON RINGAN AERASI Yulianto Hendra, Imam Muchoyar
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

This study aims to determine the capacity of shear strength aerated lightweight concrete (AAC)with ordinary mortar and knowing the effective of mortar mix of aerated lightweight concrete.Aerated lightweight concrete is composed of a pair of aerated lightweight concrete usingordinary mortar binder. This research uses experimental study approach with 1PC:4 Ps; 1PC:5PS; 1PC: 6PS in proportion mix. The test object pair aerated lightweight concrete "Z" made oftwo pieces of lightweight measuring 10 x 10 x 20 cm. The data analysis used descriptivequantitative. The test result showed that the compressive strength and tensile strength of mortarwith 1PC:4PS; 1PC:5PS are 6,526MPa and 0,075MPa. The damage crack pattern is interfacefailure; and effective composition of mortar is 1PC: 4Ps in proportion mix.Keywords: Autoclaved Aerated Concrete, mortar.

ANALISIS GESER BALOK-T BETON BERTULANG BERLUBANG MEMANJANG DENGAN MENGGUNAKAN METODE ELEMEN HINGGA NONLINIER Kasmat Saleh Nur
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 6, No 2 (2010): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe presence of flanges on the reinforced concrete T-beam increases the shearcapacity, but if the beam-T is made in hollow elongated affect shear capacity. Thisresearch conducted to find numerical modelling of nonlinear finite element for hollowreinforced concrete. using the program ATENA V.2.1.10 which were then verified withnumerical experiment model. The results showed that the hole in hollow reinforcedconcrete is not enough affect the shear capacity but may reduce the ductility, in whichthe ductility decreases as the ratio of the hole increases.Keywords : Reinforcement concrete, Hollow core beam, Shear, Ductility, Crack pattern.

KOMPETENSI TENAGA KERJA KONSTRUKSI DALAM MENGHADAPI ERA LIBERALISASI Bada Haryadi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 6, No 1 (2010): Mei
Publisher : Universitas Negeri Yogyakarta

One factor affecting the quality in the construction section is the qualit of the work force. As we have seen in the last decade, the order of life in general and the order of economic, in particular, is undergoing to shift the paradigm towards global. In one side, the opportunity of cooperativeness among countries become wide open, the competition among countries increasingly tight. The un-competitive countries will be wiped out by those free trade and only the competitive countries will survive. To enhance the ability of competition in the free trade, required capabilites and competitiveness of power of human resources. The ability or the competence of the human resources in the construction services sector, is the only active resources that can determine the stability of the construction process. Construction of labour in conditions more commonly known by the constructors (construction’s craff) is the mostadvanced involved and deal directly with the implementation of a construction site. As a builder of the most advanced labor course must have specialization and competence in specific areas and certified. This is important and needs to be prepared within the framework of the current workforce in the era of liberalization. Given the specialization and certification of construction of Indonesian workers are expected to be accepted and able to compete with foreign construction workers. Besides having the competence and certification of construction workers are expected to not be labeled as low labor who only follow orders from the foreman, but also can take the initiative and be proactive to avoid failures during construction. One way that can be taken so thatworkers have the adequate specialization and competence is to conduct training and certification required by the engineer.Keyword: workforce, competence, certified.

EVALUASI PELAKSANAAN PROYEK BANGUNAN PEMERINTAHDITINJAU DARI SEGI WAKTU PELAKSANAAN DI KABUPATENSLEMAN DIY TAHUN 2011 Bada Haryadi, Imam Muchoyar
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 8, No 1 (2012): Mei
Publisher : Universitas Negeri Yogyakarta

The aim research are (1) Delay in the implementation of the project; (2) Thebank capital; (3) materials of project; (4) relationship betwen Owner, projectconsultant, and contractor. This research was conducted in Sleman Daerah IstimewaYogyakarta. The sampleof this research is 15 person, with random sampling. Thedata of Analysis using Descriptive of quantitative and percentage. The result aredelay in the implementation of the project, the bank capital were 38.5% and 53.3%respectively. The relationship betwen Owner, project consultant, and contractor werethe result 43,8%. Thats means the relationship is unfavourable.Keyword: project, relationship

PENGARUH MASA PERAM TERHADAP KARAKTERISTIK TANAH GAMBUT KERING YANG DICAMPUR KAPUR DAN FLY ASH Muhammad Afief Ma'ruf; Rezky Permana L
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 13, No 1 (2017): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACT Some part of the peatlands nowadays have been excessively drained. This makes peatland drought and damaged. One method of improvement for this case is stabilization. For dry peat soils, previous research has obtained an optimum percentage of 5% lime and fly ash for stabilization materials with 10 days curing periods. But there is still unknown result if the periods is different. The present research studied the characteristics of dry, stabilized peat soils with 5% stabilization materials with varying periods of 10 days, 20 days and 30 days. The study conducted on a laboratory scale to determine it's characteristics. From the results of test of physical properties of soil, the moisture content decreased by 28.42%; volume weight increased by 18.64%; And a decrease in pore by 34.89%. From the result of testing the mechanical properties of soil on shear strength decreased by 4.6%, while consolidation compression optimized to 56.29%. Keywords: curing periods, dry peat, stabilization, lime, fly ash ABSTRAK Sebagian lahan gambut selama ini telah mengalami drainase yang berlebihan dan kekeringan. Hal ini membuat gambut mengalami kekeringan dan rusak karakteristiknya. Salah satu metode perbaikan untuk kasus ini adalah stabilisasi. Untuk tanah gambut kering sendiri penelitian terdahulu telah memperoleh prosentase optimum 5% bahan stabilisasi kapur dan fly ash dengan masa peram 10 hari. Namun dalam penelitian tersebut belum diketahui perubahan yang terjadi jika masa peramnya berbeda. Penelitian kali ini melihat perubahan karakteristik tanah gambut kering yang distabilisasi dengan 5% bahan stabilisasi dengan masa peram bervariasi yaitu 10 hari, 20 hari, dan 30 hari. Penelitian dilakukan dalam skala laboratorium untuk mengetahui karakteristik fisik dan teknisnya. Dari hasil pengujian sifat fisik tanah pada kadar air terjadi penurunan sebesar 28,42%; peningkatan berat volume sebesar 18,64%; dan penurunan angka pori sebesar 34,89%. Dari hasil pengujian sifat teknis tanah pada kuat geser terjadi penurunan sebesar 4,6%, sedangkan pemampatan konsolidasi berkurang hingga 56,29%. Kata kunci: masa peram, gambut kering, stabilisasi, kapur, fly ash

KAJIAN TERHADAP KENYAMANAN RUANG TEORI DI FAKULTAS TEKNIK UNIVERSITAS NEGERI YOGYAKARTA DITINJAU DARI ASPEK ANTROPOMETRIK DAN UTILITAS RUANG Sumarjito, Ikhwanuddin
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 8, No 2 (2012): Desember
Publisher : Universitas Negeri Yogyakarta

RUANG SAKRAL DAN PROFAN DALAM ARSITEKTUR MASJID AGUNG DEMAK, JAWA TENGAH Dwindi Ramadhana; Atyanto Dharoko
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 14, No 1 (2018): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTDemak Great Mosque is a mosque of historical heritage during the Islamic kingdoms in the 14th century. Until now, this mosque still has an important share for the community as a place of religious worship and considered sacred. Against this background and the social conditions of society have developed, there is an indication that the Great Mosque of Demak has its own meaning on the spaces within the mosque-related to sacred and profane. The purpose of this research is to identify the sacred and profane space in the architecture of the Grand Mosque of Demak and identify the factors that influence the formation of the properties of the space. This research uses rationalistic approach and deductive qualitative method. The result of this study reveals that in its use, the spaces at the Great Mosque of Demak are divided into a room that is not worldly (sacred) and the room that is worldly (profane). Space that is (not worldly) is liwan and pawestren. While the worldly room is pawestren and porch. Factors affecting the sanctity of space are physical barriers and holiness of worship space. While sanctity becomes a legitimate requirement of worship activities, so it becomes the main requirement of the sacred or not a place.Keywords: Demak, Mosque, Profane, Sacred ABSTRAKMasjid Agung Demak adalah masjid warisan sejarah selama kerajaan Islam di abad ke-14. Hingga saat ini, masjid ini masih memiliki andil penting bagi masyarakat sebagai tempat ibadah dan dianggap sakral. Dengan latar belakang ini dan kondisi sosial masyarakat telah berkembang, ada indikasi bahwa Masjid Agung Demak memiliki maknanya sendiri di ruang-ruang di dalam masjid yang berkaitan dengan sakral dan profan. Tujuan dari Kajian ini adalah untuk mengidentifikasi ruang sakral dan profan dalam arsitektur Masjidil Haram dan mengidentifikasi faktor-faktor yang mempengaruhi terbentuknya sifat ruang. Kajian ini menggunakan pendekatan rasionalistik dan metode kualitatif deduktif. Hasil Kajian ini mengungkapkan bahwa dalam penggunaannya, ruang di Masjid Agung Demak terbagi menjadi ruangan yang tidak bersifat duniawi (sakral) dan ruangan yang bersifat duniawi (profan). Ruang yang (bukan duniawi) adalah liwan dan pawestren. Sedangkan ruang duniawi adalah pawestren dan serambi. Faktor-faktor yang mempengaruhi kesucian ruang adalah penghalang fisik dan kesucian ruang ibadah. Sedangkan kesucian menjadi kebutuhan ibadah yang sah, sehingga menjadi kebutuhan utama yang sakral atau bukan tempat.Kata kunci: Demak, Masjid, Profane, Sakral

PENGARUH TEPUNG LIMBAH TEGEL KERAMIK SEBAGAI FILLER TERHADAP PERMEABILITAS ADUKAN V. Lilik Hariyanto
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 1, No 1 (2005): Maret
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis research aimed to investigate the permeability of mortar mixed withceramic tile powder, in order to find alternative filler material that can slow thepermeability speed of mortar.This experimental research used 120 samples in four categories of fillercomposition (0%, 35 %,37.5 % and 40 %). Mortar with composition of 1 cement: 4 sand : 0 ceramic tile powder (by weight) was used as control variable.Descriptive and statistical methods were used to analyse the results of thisresearch. The statistical analysis includes the value of mean (M) and standarddeviation (SO).From the results, it can be concluded that there were significant differencesregarding the value of permeability among the composition variations. Themaximum permeability could be reached by the mortar with composition of 1cement : 4 sand : 35 % ceramic tile powder and followed by the mortar withcomposition of 1 cement: 4 sand: 37.5 % ceramic tile powder and 1 cement: 4sand: 40% ceramic tile powder.Keyword: mortar filler, ceramic file powder, permeability

PENGARUH CARBON FIBER REINFORCED POLYMER (CFRP) TERHADAP BALOK BETON BERTULANG Sri Rejeki Laku Utami
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 15, No 1 (2019): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe effect of Carbon Fiber Reinforced Polymer (CFRP) on reinforced concrete beams is expected to contribute to increased ductility. In this study five beam specimens. The first test object is a 3D16 Normal beam that is used as a normal beam. The second test object is a 3D16 CFRP beam which is used as a beam with CFRP treatment. The third test object is a 4D16 Normal beam that is used as a normal beam. The fourth test object is a 4D16 CFRP beam that is used as a beam with CFRP treatment. The fifth test object is the 5D16 CFRP beam used as a beam with CFRP treatment. The dimensions of the beams are 150 x 250 mm, with an effective length of 2000 mm. Pembebanan diberikan One Point Loads, untuk melakukan uji lentur maka pembebanan pada balok direncanakan dengan menempatkan satu buah gaya P secara simetris pada jarak ½ L yaitu sebesar 1000 mm. Dan diberikan perlakuan CFRP pada balok 3D16 CFRP sepanjang 600 mm (2,4 h) ditengah bentang yang panjangnya 2.000 mm dengan perlakuan CFRP Completely Wrapped Member. From the results of testing the maximum flexural capacity in a row for the 3D16 Normal beam is 104.04 kN while the 3D16 CFRP beam has a maximum increase in bending capacity of 119.52 kN while the 4D16 Normal beam has a maximum bending capacity of 161.28 kN while the 4D16 beam CFRP has a maximum increase in bending capacity of 162.64 kN, while the 5D16 CFRP beam has a maximum increase in flexural capacity of 173.16 kN. Keyword: CFRP (Carbon Fiber Reinforced Polymer), Flexural StrengthABSTRAKPengaruh Carbon Fiber Reinforced Polymer (CFRP) pada balok beton bertulang diharapkan memberikan konstribusi terhadap peningkatan daktilitas. Pada kajian ini lima buah benda uji balok. Benda uji pertama adalah balok 3D16 Normal yang digunakan sebagai balok normal. Benda uji ke dua adalah balok 3D16 CFRP yang digunakan sebagai balok dengan perlakuan CFRP. Benda uji ke tiga adalah balok 4D16 Normal yang digunakan sebagai balok normal. Benda uji ke empat dalah balok 4D16 CFRP yang digunakan sebagai balok dengan perlakuan CFRP. Benda uji ke lima dalah balok 5D16 CFRP yang digunakan sebagai balok dengan perlakuan CFRP. Dimensi balok – balok tersebut adalah 150 x 250 mm, dengan panjang efektif 2000 mm. Pembebanan diberikan One Point Loads, untuk melakukan uji lentur maka pembebanan pada balok direncanakan dengan menempatkan satu buah gaya P secara simetris pada jarak ½ L yaitu sebesar 1000 mm. Dan diberikan perlakuanCFRP pada balok 3D16CFRP sepanjang 600 mm (2,4 h) ditengah bentang yang panjangnya 2.000 mm dengan perlakuan CFRPCompletely Wrapped Member. Dari hasil pengujian kapasitas lentur maksimum secara berturut- turut untuk balok 3D16 Normal sebesar 104,04 kN sedangkan pada balok 3D16 CFRP mengalami peningkatan kapasitas lentur maksimum sebesar 119,52 kN sedangkan balok 4D16 Normal memiliki kapasitas lentur maksimum sebesar 161,28 kN sedangkan balok 4D16 CFRP mengalami peningkatan kapasitas lentur maksimum sebesar 162,64 kN, sedangkan balok 5D16 CFRP mengalami peningkatan kapasitas lentur maksimum sebesar 173,16 kN. Kata kunci: CFRP (Carbon Fiber Reinforced Polymer), Kuat Lentur

PENGGUNAAN KOMPUTER UNTUK MENGHITUNG OATA UKUR TANAH DI KALANGAN PARA SURVEYOR Sunar Rochmadi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 2, No 2 (2006): September
Publisher : Universitas Negeri Yogyakarta

AbstractThis research aims to gather information of computer uses for landsurveying data calculation in the work field of land surveying andmapping in the Yogyakarta Province and surroundings. The researchfocuses on the actors of computer uses, surveying data types, softwaretypes, and its linkage with the drawing process.This research applies qualitative approach. The chosenresearch subjects are seven land surveyors in Yogyakarta andsurroundings. The data were collected by in-depth interview,participating observation, and document analysis. The data analysisconsists of the processes of categorizing, data reduction, data display,and verification.The research results show that the computer uses for landsurveying data calculation are applied by various levels of surveyor, fromthe lower competency level, Young Surveyor or operator, with seniorhigh-school education background, to the highest level, Main Surveyoror Senior Professional Surveyor. Computer aided calculation is appliedfor all surveying data types, especially mapping framework surveyingdata. traverses and levels. The common software used for surveyingdata calculation is Microsoft Excel, utilizing formulae and functionmenus. The drawing processes of calculation results can be categorizedinto three groups: manual drawing, computer drawing using AutoCADsoftware, and drawing with the integrated program for calculation anddrawing.Keywords: computer uses, land-surveying data, surveying datacalculation.

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