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INDONESIA
Jurnal Ilmiah Teknik Sipil
Published by Universitas Udayana
ISSN : 14111292     EISSN : 25415484     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Ilmiah Teknik Sipil (p-ISSN: 1411-1292; e-ISSN: 2541-5484) is an online periodical journal of science that is published twice a year, in January and July by Civil Engineering Department, Faculty of Engineering, Udayana University. Jurnal Ilmiah Teknik Sipil is a media to publish the results of scientific research students, academics, practitioners and observers in the field of civil engineering including structure, construction management, water resource management, transportation, geotechnical and environmental engineering.
Arjuna Subject : -
Articles 6 Documents
 1 
Search results for , issue "Vol. 9, No. 2 Juli 2005" : 6 Documents clear
KEHILANGAN TENAGA AKIBAT PERUBAHAN KECEPATAN ALIRAN, KEKASARAN DAN LUAS PENAMPANG PIPA PADA PENGALIRAN DALAM PIPA Nyoman Pujianiki; Bambang Susanto
Jurnal Ilmiah Teknik Sipil Vol. 9, No. 2 Juli 2005
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Flowing water by pipe is mostly used to distribute the water from itssources to taps for various needs. On the way of distribution, it meets some obstacles,i.e.: velocity, surface and roughness changing. Thus, the research has been done inorder to know the influences of all the changes of the head loss on the 1 meter pipe.This research used Fluid Friction Apparatus complete with hydraulic bench andmanometer. Variation of flowing on pipe has done for 50 times, using each 6 mm and10 mm and four 17.5 mm pipe with different roughness which consist of differentsands diameter.From that research we found out that there’s a similarity in velocity and roughnesswith head loss showing polynomial order 2 ( hf = a + bu + cu2 and hf = a + bk + ck2 )where much velocity and roughness causing higher head loss. While pipe surfaceinverse proportional to head loss that shows exponential relationship (hf = a e –bA)where more surface causing less head loss.
STUDI PERBANDINGAN PENGARUH GEMPA PADA SISTEM PORTAL BIDANG DENGAN SISTEM PORTAL RUANG TERHADAP LUAS TULANGAN KOLOM STRUKTUR JENIS D Dharma Putra; Oka Suputra; Adi Parwatha
Jurnal Ilmiah Teknik Sipil Vol. 9, No. 2 Juli 2005
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Pada saat terjadi gempa suatu struktur mengalami getaran gempa secaraacak dalam berbagai arah. Pengaruh komponen horisontal dari gerakan gempamenurut Pedoman Perencanaan Ketahanan Gempa untuk Rumah dan Gedung SKBI1987 harus ditinjau bekerja bersamaan pada setiap tingkat lantai dari gedung, dimanakomponen struktur kolom harus direncanakan terhadap pengaruh 100% dari gemparencana dalam satu arah utama yang dikombinasikan dengan pengaruh 30% darigempa rencana dalam arah tegak lurus padanya. Pengaruh gempa yang bekerja padasistem portal bidang adalah beban gempa penuh bekerja dalam masing-masing arahutama portal yaitu arah x dan arah y. Dalam sistem portal bidang akibat pengaruhgempa horisontal pada arah utama harus ditambahkan secara aljabar dengan 30%akibat pengaruh gempa horisontal dalam arah tegak lurus arah utama. Dalam sistemportal ruang, gaya-gaya dalam yang terkait dengan 100% pengaruh gempa horisontaldalam satu arah utama bekerja bersamaan dengan gaya–gaya dalam yang terkaitdengan 30% pengaruh gempa horisontal dalam arah tegak lurus arah utama. Jadi padasistem portal ruang, kolom akan mengalami lentur dua arah (kolom biaksial).Kasus pada Struktur Jenis D diambil dalam studi ini karena berdasarkan bentukdenah dan jumlah tingkat. Berdasarkan atas bentuk denah, gedung dibedakan menjadigedung dengan denah simetris dan tidak simetris. Berdasarkan atas jumlah tingkat,gedung dibedakan menjadi gedung tingkat 2 dan gedung tingkat 5. Untuk semua kasusgedung, tinggi lantai 1 adalah 4 m, sedangkan untuk lantai diatasnya adalah 3,6 m.Sehingga tinggi total untuk gedung 2 tingkat adalah 7,6 m dan tinggi total gedung 5tingkat adalah 18,4 m.Hasil perhitungan penulangan kolom menunjukkan bahwa luas tulangan kolomterpasang pada sistem portal ruang lebih ekonomis dibandingkan dengan luas tulangankolom terpasang pada sistem portal bidang. Besarnya keekonomisan pada gedung duatingkat dengan denah simetris adalah 22,54% untuk tulangan lentur dan 15,36% untuktulangan geser. Sedangkan besarnya keekonomisan pada gedung lima tingkat dengandenah simetris adalah 22,37% untuk tulangan lentur dan 17,41% untuk tulangan geser.Besarnya keekonomisan pada gedung dua tingkat dengan denah tidak simetris adalah22,86% untuk tulangan lentur dan 7,65% untuk tulangan geser. Sedangkan besarnyakeekonomisan pada gedung lima tingkat dengan denah tidak simetris adalah 22,08%untuk tulangan lentur dan 15,16% untuk tulangan geser.
IDENTIFIKASI RISIKO PADA PELAKSANAAN PEMBANGUNAN DENPASAR SEWERAGE DEVELOPMENT PROJECT (DSDP) DI DENPASAR I Gusti Ngurah Oka Suputra; I Nyoman Norken; I Gusti Agung Adnyana Putera
Jurnal Ilmiah Teknik Sipil Vol. 9, No. 2 Juli 2005
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Waste water which is produced by population of Denpasar City has notbeen managed properly, therefore it will potentially contaminate the environment. Inorder to solve this problem, the Government of Denpasar City has been granted loanby the Japan Bank for International Corporation (JBIC), and has been use for thedevelopment of sewerage system called Denpasar Sewerage Development Project(DSDP).During construction phase that has been executed, variety of risk was found which ispotentially obstruct project implementation, and even cancel part of the project. Thestudy is presented to identify risk comprehensively, through brain storming andstructured interviews. As result, the risk have been identified 74 (seventy four) risk,which include risk souces of 5 (6,76%) unacceptable risk, 17 (22,97%) undesirablerisk, 22 (29,73%) acceptable risk, and 30 (40,54%) negligible risk.Unacceptable andundesirable risk which considered as major risk come from political risk 1 risk(4,65%), environmental risk 6 risk (27,27%), planning risk 1 risk (4,55%), economical risk 1 risk (4,55%), financial risk 1 risk (4,55%), project risk 8 risk (36,36%),technical risk 2 risk (9,09%), and others 2 risk (9,09%) are include on human risk.The results show that risk sources of environmental and project risk are dominant, andshould be handled specially by the stakeholder who responsible to this project.
STRATEGI PENGELOLAAN SUMBER DAYA AIR DI DAERAH ALIRAN SUNGAI AYUNG SECARA TERINTEGRASI I Gusti Ngurah Kerta Arsana
Jurnal Ilmiah Teknik Sipil Vol. 9, No. 2 Juli 2005
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Water resources potency of Ayung river should be developed more optimal.Ayung river flow across four regencies, that are: Bangli, Gianyar, Badung, andDenpasar. In line with growth sum up the resident and increasing of society result thechange of environment function which is negative impact to the water resourcecontinuity. The mentioned claim the development and integrated river basin waterresource management.Formulation analysis of water resource management strategy at area watershed ofAyung river uses the SWOT analysis. This formulation compilation to determine theespecial action pattern to realize of water resource management integrated.Result of SWOT analysis indicate that the step plan of water resource managementintegrated can be started from reinforcement of management institute, more technicalpolicy preparation in area level, forming place the coordination, and make-up ofhuman resource. This strategy requires to be allowed for implementation intactly andin phases.
PENGARUH LUAS BIDANG REKATAN LAPIS GFRP TERHADAP KAPASITAS LENTUR BALOK BETON BERTULANG Ida Bagus Rai Widiarsa; Putu Deskarta
Jurnal Ilmiah Teknik Sipil Vol. 9, No. 2 Juli 2005
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Debonding of GFRP plate from the surface of concrete results the capacityof strenghtened reinforced concrete beams becomes not optimal. To obtain the optimalflexural capacity and avoiding the debonding of GFRP plate from concrete surface,therefore it is important to know the influence of bonding area between GFRP plateand concrete surface.Samples that were used in this research were concrete cylinders with diameter of 15cm and height of 30 cm, and concrete beams with the size of 10 cm x 14 x cm 140 cm.Beams reinforcement consist of flexural reinforcement of 2Ø10 mm and shearreinforcement of Ø6 mm with space of 60 mm. The samples were made in 4 types thatwere beam without addition of GFRP sheet; beam with addition of 2 sheets of GFRPplate and 100% addition of bonding area of GFRP; beam with addition of 2 sheets ofGFRP plate and 200% addition of bonding area of GFRP; and beam with addition of 2sheets of GFRP plate and 200% addition of bonding area of GFRP with side folding.The GFRP plates that were used in this research consist of glass fiber which in form of woven roving glued to the beams by epoxy resin. The data that were observed such asbeams failure model, maximum load and deflection.The results of this research show that the addition of bonding area of GFRP improvedthe flexural capacity of reinforced concrete beam. The addition of 100%, 200% and200% with side folding of bonding area of GFRP plate increased the maximummoment of beams by 14%, 21,39% and 14%, respectively. On the other hand it did notwork optimally due to the debonding between GFRP plate and beam. The averagebonding strength of GFRP plate on the beams was 1,453 MPa which was 1/5 of therequired bonding strength of GFRP plate
ANALISIS KINERJA TEMPAT PEMBUANGAN SAMPAH (TPA) SUWUNG IGM. Konsukartha; Kadek Diana Harmayani
Jurnal Ilmiah Teknik Sipil Vol. 9, No. 2 Juli 2005
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Population growth accompanied by high urbanization rate to Denpasar Cityand Badung Regency, as the center of commerce and tourism, caused increasedamount of municipal solid waste. Government of Denpasar municipality and Badungregency solved the problem by constructing final dumping sites in Suwung.Implementation of performance analysis of Suwung final dumping sites was needed todecrease negative impact to social culture and social economic of the comunity aroundSuwung and to get an environment friendly management system. The method used is descriptive qualitative, use scoring system in its data processing.The input was primary and secondary data. Secondary data were obtained from DKPand monography were obtained from the offices of the heads of the villages, whereasprimary data were obtained via questioner, field observation and depth interview.Social culture and social economic analysis were obtained by questioner andinfrastructure and human resources analysis were done by field observation and depthinterview. The data from questioner, field observation and depth interview wereanalysed and valued. The values given determine the level of performance of eachcomponent.The performance of the infrastructure of Suwung final dumping sites was categorizedvery bad (1.23), which shows that the current facilites did not function properly or didnot function anymore. The performance of human resource was categorized atmedium level (2.72), which shows that the workers did not perform their job andresponsibility at their best. The result of evaluation of the impact to social cultureaspect of the villages of Dukuh, Kawan, Pesanggaran and Suwung Batan Kendal assettlement area was categorized at medium level (3.10), which showed that the peoplesurrounding the dumping sites were not disturbed in doing their tradition activities,although the smell was still disturbing. Evaluation of impact to social economic aspectof the four villages showed medium category (3.28), which means that Suwung finaldumping sites did not affect the income of the communities. But nevertheless it openup work opportunity to the people that make use of it.

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