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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 8 Documents

Search results for , issue "Vol 2, No 2 (2006): September" : 8 Documents clear

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.

PENGARUH KANDUNGAN LEMPUNG DAN KADAR AIR TERHADAP COHESI DAN PHI TANAH LANAU BERLEMPUNG Endaryanta Endaryanta
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 2, No 2 (2006): September
Publisher : Universitas Negeri Yogyakarta

ABSTRACTIn this year, landslide disaster such as embankment slide, bankslide, or buried of soil (trash) often occurs. All of them begin with asimple problem, that is infiltration of rain water (or other) into soil causingthe decrease of shear strength, finally passed the limit of landslide safetyfactor F, so landslide occurs. The research tries to know the behavior ofclayey-mud soil with several ratio of clay content and several watercontent ratio to find out how much clay content and water content (w)may induce soil collapse.This experiment research was conducted in the soil laboratoryUNY using clayey-mud soil from Klaten which has been conditioned inseveral clay content (00/0-400/0) and water content w (20%-30%) andthen direct shear tests were applied. The product of this experimentwere: cohesion (c), internal soil shear angle, phi (p), and safety factor oflandslide (F).This research has resulted: (1) For pure mud soil, until 25% watercontent, would decrease of cohesion (interlocking), but 25% watercontent,interlocking (cohesion) would constant. The maximum cohesion(interlocking)(0.09 kg/cm2) reaches at 20% of water content (2) Forpure mud soil, increasing of water content until 30% would increase of pand F. The maximum p value (41.8°) occur at 30% water content (at 0%clay content); (3) For clayey-mud soil, increasing of water contentcauses increasing or constant of cohesion. The cohesion would increaseif 10%-20% clay content. The c value until 0.0665 kg/cm2 at 30% watercontent (at 100/0 clay content); and (4) For clayey-mud soil, increasing ofwater content (until 25%) would increase of p and F. The p value coulduntil 40.9° at w=25% (at 10% clay content). If w25%, the value of pand F would decrease. The p value until 7.7° at w=300/0 (at 40% claycontent).Keywords: mud. clay, soil, water content, cohesion,landslide.

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.

STUDI TEGANGAN-REGANGAN SALOK ( Tinjauan Terhadap Konstruksi Ramp Stadion Maguwoharjo, Sleman ) Pramudiyanto Pramudiyanto
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 2, No 2 (2006): September
Publisher : Universitas Negeri Yogyakarta

AbstractThis research aims to gather information of computer application ofstructural mechanics to determine the distribution of stress and strain ofthe cross section. The research focuses on the actors of computer users,the data analyzing, and stress-strain behavior.This research applies experimental approach. The chosensubject is the ramp construction of The Maguwoharjo Soccer Stadium,Sleman. The construction is being chosen with the reason of a uniqueconstruction.The ramp then being analyzed mathematically usingVisualFEA to determined the stress-strain behavior.The research result show that the use of specific computerprograms, and for the specific case given, the distribution of stress andstrain still linear. The analysis show that the distribution of stress stillfollow the linearity, even the analysis method using the different way.Keywords: computer user, structural mechanics, stress-strain.

INOVASI PERANCANGAN KOTA Qomarun Qomarun
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 2, No 2 (2006): September
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe crowded phenomenon is made in most of the city now. Thecities sustainable grow and develop to be metropolitan, and just,megapolitan. It makes the farm field change to be houses, buildings,roads and other public facilities of the city. Such of that growth will affectthe land can't be returned to be farm field (irreversible process). It is themost easy to grow the city horizontally, but the land have its limitedness.This paper explores some city development, especially on the basis ofland limitation. It is the responsibility of architectural realm on the, increasing of environment qualitiesKey words: crowded, irreversible, land, model

DIFRAKSI GELOMBANG PADA SILINDER 8ESAR DENGAN MILD SLOPE EQUATION Didik Purwantoro
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 2, No 2 (2006): September
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis research is aimed to know the process of wave diffractionaround the large cylinder of offshore structure using finite elementmethod. This model chosen because of some reasons, i.e thecomplication of offshore structure's shape which are caused difficultiesto conduct physical model solving. The other excess of this numericalmodel is cheaper and easier than physical model conducted in thelaboratorium.The equation of wave diffraction can be formulated as Helmholtzequation. A second approach can be developed by Mild Slope Equation,which is assumed that the depth is constant. The Helmholtz equationwas done using finite element method with linear triangle interpolation.With finite element method, the complicated domain area can be solvedmore easily and effectively.The result shows that the use of finite element method is stilladequate to solve Helmholtz equation' for period 8, 9 and 10 second.For period of 8 second numerical error produce the wave heightdifference of 0,36 m. The numerical model is then easily edited toanalyze another offshore structures.Keywords: diffraction, cyllinder, finite element

RUMAH GAYA ARSITEKTUR MINIMALlS di YOGYAKARTA . Bambang Sugestiyadi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 2, No 2 (2006): September
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v2i2.8310

ABSTRACTYogyakarta could be the mirror of "Nusantara" since it had beenaccumulated with people from all around the Nusantara for education. Itgradually grow into semi metropolis city, where new physical facilitiesdeveloped. There for physical facilities are needed. This research wasconducted to know the minimalism architecture style implemented inhouse development in Yogyakarta.The research was' carried out on qualitative design. Data iscollected through observation, visualization, skates maker, photodocumentation and deeply interview. Relevant documentation from otherconnected departments was taken. Data is analyzed with inductivemethod: it does not mean to reveal hypothesis but it is focused to makean abstract. Triangulation was conducted to test data validity.The results showed that: (a) House and housing developmentuntil 2004 decade still dominated by Mediteran Style, Tropical HouseStyle and Classical House Style with ornaments, (b) The MinimalismHouse Style in architecture focuses on essential and functional aspects.The Minimalism Style dominated by basic geometrical forms withoutornament or decoration; It began to grow since 2004 to 2006, in SlemanRegency, Yogyakarta.Keywords: Architecture Style, Development, MinimalismArchitecture Style.

KARAKTERISTIK OBJECT LINKING AND EMBEDDING PADA PROGRAM APLIKASI PENGELOLAAN DATA SPASIAL IIham Marsudi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 2, No 2 (2006): September
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v2i2.8311

AbstractThis research aims to clarify the characteristic of Object Linkedand Embedding (OLE), copy-paste, and copy-paste special facilities inthe software applied for spatial data processing especially in Excel,AutoCAD, Maplnfo, and arcView.Microsoft Word (document) is chosen as a client in this research:while Excel, AutoCAD, Maplnfo, and arcView as the servers. Updatingprocess on each server is conducted to have cognize of any datachanges implemented on the client.The result shows that there is not any data change on updatingprocess applied on Excel, AutoCAD, and MaplnfointoMicrosoft Word(document): but conversely updating process of arcView on the clienthas changed the data.Key words: embedded, linked, Copy Paste, Copy Paste Special.

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