Garuda - Garba Rujukan Digital

Article Per Year (5 Year)

All

Inersia : Jurnal Teknik Sipil dan Arsitektur

inersia
Website

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 9 Documents

Search results for , issue "Vol 3, No 2 (2007): Agustus" : 9 Documents clear

Analisis Degradasi Sifat Mekanik Beton yang Ditambah Superplasticizetdan Dibakar Di Atas Suhu 300 Derajat Celcius Agus Santoso
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 2 (2007): Agustus
Publisher : Universitas Negeri Yogyakarta

The aim ofthis research is to observe the transformation ofK225 concrete cube strengthafter combusted on temperatures of300, 600 and 900 degree ofCelcius. The test was conductedon the concrete age of35 days and the mix design was added by superplasticizer to slow downthe concrete formation. The additional superplasticizer will slow down the transformation ofCalciumhydroxide (Ca(OH)) into Calciumoxyde (CaD), so it will lessen the reduction ofconcretecube strength due to combustion.

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.

KARAKTER EROPA PADA RUMAH TINGGAL SAUDAGAR BATHIK DI LAWEYAN SURAKARTA Tri Joko Daryanto
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 2 (2007): Agustus
Publisher : Universitas Negeri Yogyakarta

Laweyan village has existed since the beginning of Nagari Surakarta Hadiningrat in1745. It is such as a village ofbathik merchant with specific architecturalcharacteristics. The character forms a merger of many architectural styles, which isdominated by Europhean (Western) style whithout disapearing Javanese architecturalcharacteristics.In order to understand the using of European architectural elements, the research isperformed by naturalistic approach. The samples and themes are defined on the fieldpurposively. The finding of the themes is connected inductively in order to get theideographic construction as localfinding. ,The research founds the using ofgolden section in defining building sshape proportionand arranging its facade composition. The European forms and ornaments consist ofArtdeco, Art nouveau, Greek and Indies which are merged in Javaneseformat eclectically.There is tendency that European forms and ornaments arefound in the roomsor part ofbuilding with visual continuity positions.

Model Matematik Aliran Air Bawah Bendung Pramudiyanto, Didik Purwantoro
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 2 (2007): Agustus
Publisher : Universitas Negeri Yogyakarta

Dam is a structure which is the main function is to dammed up theflow ofthe river so that it gets the sum ofa specific volume ofthe water. The dam can be builtfrom concrete, stone, sand,. clay or combinations between them. As it function to resist the water flow ofthe river, the dam must be controlledfrom its displacement or turning over came fromthe water pressure. On the clay-typed dam, the safety value is also determinedfrom the water "rembesan ". As its affected to the stability of the dam, "rembesan" can caused the leak ofthe water to the dam and then become ruin. To anticipate those phenomenon of "rembesan" need a ''pengamatan cermat" to the "rembesan" activity of the dam so the development of "rembesan " activity can be detected, find the problem and then appropriate actions can be taken to solve them, and then more bigger problem can be avoided. The next important aspects are the dam s "rembesan" and "bocoran". On a specific circumstances, beside the "rembesan" and "bocoran" which can caused loosing the water, the "bocoran" can broke down the stability ofthe surrouding structure nearthe dam. The underground "rembesan" on a dam can be determined through numerical model with the finite element method. The utilization ofthe finite element method on the case ofthe dam "rembesan" seem like a new method compared with the finite difference method.

Simulasi Model Matematik Difraksi Gelombang dengan Metode Elemen Hingga Didik Purwantoro
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 2 (2007): Agustus
Publisher : Universitas Negeri Yogyakarta

This paper presents results of research in mathematical model for solving mild slope equation using finite element method. In this method the model in differential equation is approximated with Galerkin smethod and then the equation formed is solved with job iteration.. The equation of refraction and diffraction can be formulated as Mild Slope equation which is assumed that the depth is constant. The result of his research indicates that mathematical model using finite element method give a good perfomance.

KONDISI DAN POTENSI DAMPAK PEMANFAATANAIR TANAH DI KABUPATEN SAMPANG DAN PAMEKASAN Hendra Wahyudi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 2 (2007): Agustus
Publisher : Universitas Negeri Yogyakarta

The Madura Bridge is expected to be finished on the year of 2009 so that tl. Madura Island will be in the positive economic growth. To support those ofdevelopme} in Madura Island, there must be supporting infrastructures need to be prepaired i. e. watl supply infrastructure.The water source in Madura Island is very low especially the surface watlsource. Meanwhile there hasn't been any research conducted on groundwater sconditic andpotension. So that it need to conduct a research on the utility effect ofgroundwater condition andpotention in Kabupaten Sampang and Kabupaten Pamekasan. The result shows that the total sum ofgroundwater sutility until now in Kabupatl Sampang is 101188.81 cu. m/day, meanwhile the total sum of groundwater s utility Kabupaten Sampang is 176761,93 cu.m/day, and the total sum of goundwater s utih in Cekungan Sampang-Pamekasan is about 214800 cu.m/day or 7840200 cu.m/yel The recharge amout is about 590090 cu.m/day or 215678000 cu.m/year. Meanwhile t, potention of groundwater s utility in Cekungan Ketapang is about 37100 cu.m/day 13541000 cu.m/year, with the recharge amount is about 300170 cu.m/day or 10956201 cu.m/year.

PENELUSURAN FAKTOR PENYEBAB LONGSOR TEBING TANAH DI GEDANGSARI KLATEN Endaryanta Endaryanta
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 2 (2007): Agustus
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v3i2.8329

At a several time later, Indonesia got many disasters. One of it was a landslide disaster at Gedangsari Gunungkidul (near Klaten). This accident occur was caused by water infiltration into the soil that changed characteristic ofsoil,. the shear strength of soil decreased untilpassed the limit ofsafetyfactor, so landslide occurred. This research tries to obtain what caused landslide, because ofinternalfactor, externalfactor and what its cock.

PENGARUH VARIASI PANJANG BENTANG BALOK PADA STRUKTUR RANGKA PEMIKUL MOMEN KHUSUS TERHADAP TINGKAT LAYAN/KINERJA STRUKTUR Arie Wardhono
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 2 (2007): Agustus
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v3i2.8324

AbstractBuilding structures have manystyles, forms andmodels that becomingseparatephenomenonfor civil engineer in analyzing its structure. One is structure configuration with length variationofbeam.The objection ofthis study is to know theperformance level ofstructure along with its elementto the variation ofbeam length to structure ductility, to know the global ductility that reached, andalso to get the comparison ofdesign target displacement to actual target displacement for everystructure model. Analysis will be conducted by comparing of 7 structures model in 2Dform withlength variation ofbeam on Special Moment Resisting Frame design. Seismic force analysis willbe done based on static equivalent analysis in seismic zone (WG) of6 as according to regulationofSNI 03-1726-2002 and ATC-40 and ofFEMA-356 as complement using SAP software 2000Nonlinear software:

PERBANDINGAN METODE SPLIT FLUX DAN METODA DESIGN CHART DALAM PERHITUNGAN CAHAYAALAMI RUANG (DF) Ikhwanuddin Ikhwanuddin
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 2 (2007): Agustus
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v3i2.8330

Friendly environmental building design using alternative energy planning will be a trend in the future. Supplying the needs oflighting, sunlight should have been explored to be the main energy sources for lighting during the day. There are two methods to calculate the amount ofnatural light intensity in space, called DF (Daylighting Factor). Both methods use a different approach, namely Split Flux Method and Design Chart Method. Split Flux methoduse graphical approach, while Design Chart use mathematical approach. Both of methods will be tested and compare with the measurement record to ensure the most accurate calculation results.This study uses a quantitative approach. Both ofmethods will be applied in cases ofa space (the drawing room ofCivil Education and Planning Department, engineering faculty, UNY). Then the calculation results are compared with measurement results of secondary data. The data will be analysed using statistical approaches.

Page 1 of 1 | Total Record : 9

Filter by Year

2007 2007

Filter By Issues

All Issue Vol 19, No 1 (2023): May Vol 18, No 2 (2022): December Vol 18, No 1 (2022): Mei Vol 17, No 2 (2021): Desember Vol 17, No 1 (2021): Mei Vol 16, No 2 (2020): Desember Vol 16, No 1 (2020): Mei Vol 15, No 2 (2019): Desember Vol 15, No 1 (2019): Mei Vol 14, No 2 (2018): Desember Vol 14, No 1 (2018): Mei Vol 13, No 2 (2017): Desember Vol 13, No 1 (2017): Mei Vol 12, No 2 (2016): Desember Vol 12, No 1 (2016): Mei Vol 11, No 1 (2015): Mei Vol 10, No 2 (2014): Desember Vol 10, No 1 (2014): Mei Vol 8, No 2 (2012): Desember Vol 8, No 1 (2012): Mei Vol 7, No 2 (2011): Desember Vol 7, No 1 (2011): Mei Vol 6, No 2 (2010): Desember Vol 6, No 1 (2010): Mei Vol 3, No 2 (2007): Agustus Vol 3, No 1 (2007): Maret Vol 2, No 2 (2006): September Vol 2, No 1 (2006): Maret Vol 1, No 2 (2005): September Vol 1, No 1 (2005): Maret More Issue

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
-

Contact Email
-

Phone
-

Journal Mail Official
-

Editorial Address
-

Location
Kab. sleman,

Daerah istimewa yogyakarta

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name -

Contact Email -

Phone -

Journal Mail Official -

Editorial Address -

Location Kab. sleman, Daerah istimewa yogyakarta INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
-

Contact Email
-

Phone
-

Journal Mail Official
-

Editorial Address
-

Location
Kab. sleman,

Daerah istimewa yogyakarta

INDONESIA