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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.

Arjuna Subject : -

Articles 7 Documents

Search results for , issue "Vol 8, No 1 (2012): Mei" : 7 Documents clear

ANALISIS KECUKUPAN PRASARANA PENDIDIKAN FAKULTASTEKNIK UNY UNTUK MENDUKUNG PROGRAM RENSTRATAHUN 2010-2014 Sumarjo H, dan Didik Purwantoro
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 8, No 1 (2012): Mei
Publisher : Universitas Negeri Yogyakarta

This research aim to (1) perform of educational infrastructure; (2) predictiveindex calculation and efficiency of educational infrastructures; (3) Necessity,sufficiency and lack of educational infrastructure to support developmentprogramme. The research method is quantitative descriptive The research method isquantitative descriptive. primary data research from academic, administrativedocuments, building infrastructure, and renstra. secondary data is a standardregulatory space, and the situation of the Department. The technique of datacollection is by the study of documents, field observations, and interviews with theleaders of departments and units. The results showed that the average of theoriesclass space of Engineering Faculty is 73,13%, workshop and Laboratory room, lessthan 100%. The level of sufficiency of lecturer and head of deparment was the resultless than 50%. Whenever was calculated with space of lecturer on Laboratory ofLPTK, the result is 79.18%. in the future, The development of the space of a lectureron each other.Keyword: Educational, infrastructure

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

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

PENGENDALIAN GERUSAN DI SEKITARABUTMEN JEMBATAN Lutjito, Sudiyono AD
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 8, No 1 (2012): Mei
Publisher : Universitas Negeri Yogyakarta

The purpose of this research is to find out local scouring at abutment, and theeffectiveness of ground-sill in the reduction of the depth, by reducing the basicchannel degradation occurs. This research conducted in hydraulics laboratoryDepartment of Civil and Education planning, Faculty of Engineering, UniversitasNegeri Yogyakarta. Three models of ground-sill distance show that a/Dp =2, groundsillcan effect to reducing depth and length of scouring. The result show that a/Dp =2is optimum distance betwen a/Dp =3 and a/Dp =4 respectively.Keyword: abutmen, ground-sill

PENGELOLAAN SISTEM DRAINASE KAMPUS UNYKARANGMALANG MENUJU KEMANDIRIANSUMBER AIR BERSIH Didik Purwantoro Sumardjo H, Rifta AP, Dwi Yulianto
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 8, No 1 (2012): Mei
Publisher : Universitas Negeri Yogyakarta

This research was meant to find out Capability of a system campusdrainage area at Universitas Negeri Yogyakarta, Karangmalang. Karangmalangbecomes very strategic because of An influence on the flooding during the rainSubsidence groundwater as a source of clean water in the summer. The colomboarea that is part of the campus Universitas Negeri Yogyakarta (the gate of UNY), aslong as it has been known as a flood-prone area. This research was conducted withsurvey approaches in the field for 4 months. The fist step, evaluation dischargeoccurring due to rain in kawasan UNY campus. The second evaluation of drainagechannels in the drain the ability of surface water with the rational method. The testresult showed that the drainage system Was not able to fulfill a discharge of waterthat occurs with 55,77mm/jam or Rain reëxamined high by period of 10 years. Butwhen most of the rain water (from roof) Distributed into infiltration well, therefore theneed of infiltration well as 388 pieces????Keyword: drainage, Universitas Negeri Yogyakarta

MODEL ALIRAN STEADY NON UNIFORM (Studi kasus pada sungai Bedog Daerah Istimewa Yogyakarta) Ratna Septi Hendrasari
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 8, No 1 (2012): Mei
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v8i1.3696

The river is the lowest part of the earth’s surface in the form of groovesextending from upstream toward downstream. Flow characteristics was influencedby the morphology condition. Flow Modelling was performed as a first step to find outthe flow characteristic. The aim of the research is to identify the flow characteristicsof river. The research was conducted in reaches of Bedog river, from Pendowo weiras upstream boundary to Kadisono weir as downstream boundary. SoftwareQUAL2K was applied in the modelling. The modelling was conducted in dry seasonand wet season. The Bedog river was devided into 10 reaches with each crosssectional area was simplified to trapezium type. The Manning roughness was usedas tool of calibration and verification in flow modelling. The stream roughness, thatrepresented by the Manning roughness in steady non uniform flow, considering themorphology condition and flow characteristic, including depth and velocity. TheManning roughness due to the flow modelling was not the same with the trueManning roughness to nature. This condition was caused by flow modellingmechanism.

PERKUATAN GESER KOLOM BETON BERTULANGBERPENAMPANG PERSEGI DENGAN KAWAT KASA METODEMORTAR JACKETING BERPENAMPANG BULAT Dian Eksana W (1), Andreas Triwiyono (2), dan Suprapto Siswosukarto (2)
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 8, No 1 (2012): Mei
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v8i1.3700

ABSTRACTColum reinforcement is essential in a structure. When a column is weak, itwill cause total failure to the structure. This study examined the behavior of columnreinforced with mortar jacketing method and wire netting. The objective of this studywas to identify the contribution of the reinforcement to the shear strength and columnductility. Four column specimens were made. They consisted of one original column(as comparison) in square shape of 150 x 150 mm, and 700 mm height andfoundation plate in 1200 x 700 mm with 250 mm thickness and three specimens insame dimensions and strengthened by mortar jacketing to become column withround section in 220 mm diameter and 730 mm height. Longitudinal reinforcementand wire netting in 1.7 mm diameter and consisted of small squares of 25 mm x 25mm with 1 layer strengthening (KP-1). Two layers (KP-2), and 3 layers (KP-3) wereused as the mortar jacketing. Sika Grout 215 New was used as the filler. Loadingtype used was constant axial and cyclic lateral to simulate earthquake by using thedisplacement control method. The results showed that in KP-1, KP-2 and KP-3reinforced column, their lateral load capacities increased by 90.263%, 101.985%,124.196%, respectively, than the average original column (KA-1). Addition of wirenetting for KP-1, KP-2, and KP-3 showed general increase of displacement at amaximum lateral load in compare to the original column (KA-1). Drift ratio atmaximum load at KA-1 was 2.07%. As for KP-1dan KP-3, the maximum loadswere 2.52 % and 2.924%, respectively. However, the drift ratio of KP-2 was1.192%, or smaller than 1.50%. The stiffness values obtained from the testsfor KA-1, KP-1, KP-2 and KP-3 were 3.92 KN/mm, 9.04 KN/mm, 9.01kN/mm,and 8.14kN/mm, respectively. Ductility factor (μ) of KA-1, KP-1, KP-2, and KP-3were 5.451, 6.273, 3.938, and 6.667, respectively. Thus, more netting wire showedincreasing ductility, except for KP-2 which had the smallest ductility in compare toother specimens. Based on the test results and the regulation of ACI 374.1-05.200,the reinforced column could be used for structures with maximum R (responsemodification factor) of 6.Keywords : Shear collapse, Mortar jacketing, netting wire, cyclic load

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