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Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa
Published by Universitas Warmadewa
ISSN : 23032693     EISSN : 25812939     DOI : https://doi.org/10.22225/pd.6.2.482.108-122
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 283 Documents
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PERBANDINGAN PERILAKU STRUKTUR BETON BERTULANG ANALISIS SISTEM DINDING BATA SEBAGAI STRUT DENGAN SISTEM OPEN FRAME (Studi Kasus: Gedung Rumah Toko, Jalan A. A. Gede Ngurah No 112 Mataram, NTB) I Made Kusuma Wirnata; I Ketut Yasa Bagiarta; I Wayan Jawat
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 5 No. 2 (2016)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1195.211 KB) | DOI: 10.22225/pd.5.2.376.24-45

Abstract

Pada umumnya dinding pengisi pada perencanaan gedung hanya dianggap sebagai beban mati yang terbagi rata (open frame) dan tidak diperhitungkan sebagai komponen struktural, akan tetapi dinding pengisi memiliki pengaruh terhadap gaya – gaya dalam dan perilaku struktur. Dalam analisis ini dilakukan perbandingan dua model struktur dengan studi kasus gedung rumah toko, untuk mengetahui perbandingan perilaku struktur beton bertulang yang memperhitungkan dinding pengisi dan yang tidak memperhitungkan dinding pengisi.Model yang pertama dibuat sebagai model open frame dan yang kedua dinding pengisi dibuat sebagai diagonal strut. Kedua model ini dianalisis menggunakan alat bantusoftware SAP 2000 versi 17.1.1, dan kinerja strukturnya dilakukan dengan Analisis Beban Dorong Statis Non linier (Non Linear Static Pushover Analysis) yang telah tersedia dalam program SAP 2000 versi 17. Analisis ini menghasilkan perbandingan gaya – gaya dalam yang terjadi dari dua model tersebut, perbandingan simpangan antar tingkat dan kinerja struktur yang berupa kurva pushover. Dari analisis tersebut memperlihatkan simpangan antar tingkat yang terjadi pada model open frame lebih besar dibanding dengan simpangan model strut sebesar 40 % pada arah X dan 63% pada arah Y. Perbandingan gaya – gaya dalam yang terjadi yaitu pada perbandingan dengan beban gravitasi maupun beban gempa keberadaan dinding pengisi memiliki kecenderungan mengurangi momen yang terjadi apalagi pengaruh beban gempa dengan perbandingan yang paling besar yaitu sebesar 69% pada kolom 3 portal D, akan tetapi untuk gaya aksial dan gaya geser yang terjadi dapat terjadi lebih besar. Dari analisis pushover, model open frame mampu menerima beban hingga 6925463,21 Newton dan perpindahan target 53,99 mm dengan level kinerja Collapse (C), sedangkan pada model strut mampu menerima beban hingga 8215111,00 Newton dan perpindahan target 55,89 mm dengan level kinerja Collapse (C). Untuk arah Y model open frame mampu menerima beban hingga 8554807,32 Newton dan perpindahan target 66,91 mm dengan level kinerja Collapse (C), sedangkan pada model strut mampu menerima beban hingga 10952469,00 Newton dan perpindahan target 66,43 mm dengan level kinerja Collapse (C). Nilai daktilitas aktual pada model open frame yaitu 3,11 untuk arah X dan 4,31 untuk arah Y, sedangkan pada model strut yaitu 2,96 untuk arah X dan 2,98 untuk arah Y. Kata kunci: model open frame, model strut, gaya dalam, analisis pushover
ANALISIS RISIKO PEMODELAN CASH FLOW PROYEK INVESTASI REAL ESTATE DI KABUPATEN BADUNG DENGAN PROGRAM @RISK Ni Komang Armaeni; I Wayan Widanan; Dewa Ayu Nyoman Sriastuti
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 5 No. 2 (2016)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (678.864 KB) | DOI: 10.22225/pd.5.2.377.46-62

Abstract

Pendanaan dalam investasi proyek-proyek real estate biasanya dilakukan dengan cara konvensional yaitu pendanaan dengan modal sendiri dan pinjaman berupa hutang jangka panjang dalam komposisi tertentu. Hal ini tentunya menjadi kendala yang akan dihadapi oleh perusahaan maupun investor yaitu ketersediaan dana internal dan karakteristik dari masing-masing sumber pendanaan sehingga mengakibatkan biaya modal dan tingkat pengembalian modal yang tidak optimal. Keadaan tersebut merupakan suatu hal yang menarik untuk diamati, sehingga risiko-risiko yang mungkin timbul dalam investasi proyek-proyek real estate dapat diminimalkan dan selanjutnya dapat dipilih beberapa alternatif investasi yang paling rasional. Untuk kondisi di Kabupaten Badung, belum ditemukan adanya kajian tentang risiko investasi dalam bidang real estate. Oleh karena itu penelitian ini sangat penting untuk dilaksanakan sehingga dapat mengantisipasi risiko kerugian dalam investasi real estate di Kabuapten Badung. Tujuan penelitian ini adalah untuk dapat mengetahui besar probabilitas keuntungan atau kerugian yang terjadi, mengetahui pengaruh komposisi modal dan faktor yang dominan mempengaruhi risiko dari berbagai skenario investasi real estate di kabupaten Badung sehingga dapat bermanfaat bagi investor yang akan menanamkan modalnya untuk melakukan investasi real estate di kabupaten Badung dan dapat mempertimbangkan hal-hal yang berkaitan dengan risiko-risiko yang mungkin terjadi. Adapun metode yang digunakan adalah metode inferensial, yaitu suatu metode untuk menganalisis data dari suatu sampel untuk kemudian membuat kesimpulan tentang populasinya. Sedangkan analisis risiko yang dilakukan adalah analisis risiko secara kuantitatif (quantitative risk analysis) dengan program @ Risk. Hasil analisis risiko dengan program @Risk dengan diagram Distribusi menunjukkan bahwa semakin besar modal sendiri semakin besar probabilitas nilai NPV > 0 dan nilai BCR > 1 yang berarti bahwa semakin besar peluang untuk memperoleh keuntungan yang lebih besar dan peluang mengalami kerugian yang lebih kecil. Analisis sensitivitas menunjukkan bahwa terdapat 4 variabel penting yang memberikan pengaruh sangat besar (berkorelasi) terhadap NPV dan BCR yaitu luas lahan dan harga lahan per m2 memberikan korelasi negatif, harga rumah tipe 45/100 dan harga rumah tipe 54/100 memberikan korelasi positif. Kata kunci: investasi real estate, analisis risiko kuantitatif dan program @ Risk
TINGKAT KEBISINGAN PETUGAS GROUND HANDLING DI BANDARA NGURAH RAI BALI Nyoman Surayasa; I Made Tapayasa; I Wayan Putrayadnya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 5 No. 2 (2016)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (136.253 KB) | DOI: 10.22225/pd.5.2.378.63-69

Abstract

Bandara Ngurah Rai adalah bandara internasional di Bali, dan Bali merupakan salah satu tujuan wisata dengan banyak pengunjung baik wisatawan internasional taupun domestik. Hal ini akan meningkatkan frekuensi lalu lintas udara dan jumlah jenis pesawat. Kondisi ini merupakan salah satu faktor terjadinya risiko kebisingan, yang berakibat pada kemungkinan timbulnya gangguan pendengaran bagi pekerja bandara. Tujuan dari penelitian ini adalah untuk menganalisis tingkat kebisingan yang berdampak pada pekerja di lapangan terbang di Bandara Ngurah Rai. Metode cross sectional digunakan sebagai metode analisis data, dimana sebanyak 44 sampel data yang dihimpun secara acak. Data dikumpulkan dengan cara wawancara menggunakan kuesioner untuk mengetahui masa kerja, alat pelindung diri, dan pengukuran tingkat kebisingan yang digunakan oleh para staf. Hasil penelitian menunjukkan bahwa tingkat kebisingan pada Divisi Administrasi adalah antara 49,6-52 dBA. Namun, pada Divisi Teknis pada pukul 08.00 - 16.00 adalah rata-rata antara 88,3-90,9 dBA, pukul 16.00 - 24.00 itu antara 89,3-93,5 dBA dan pukul 24.00 - 08.00 itu antara 69,9-73,2 dBA. Studi ini menyimpulkan bahwa tingkat kebisingan pada divisi administrasi berada di bawah nilai ambang batas, sedangkan pada divisi teknis antara pukul 08.00 - 16.00 dan 16.00 - 24.00 berada di atas ambang batas, tetapi antara pukul 24.00 - 08.00 berada di bawah nilai ambang batas. Pada hasil penelitian ini, peneliti merekomendasikan bahwa pekerja harus selalu memiliki pelindung pendengaran pada saat bekerja. Perusahaan juga harus menyediakan tes audiometri untuk staf mereka secara berkala, menerapkan sistem rotasi kerja (work shift) untuk personel yang memiliki gangguan pendengaran. Selain itu studi ini menggarisbawahi setiap perusahaan penerbangan harus menerapkan sanksi kepada personil yang tidak memiliki pelindung pendengaran. Kata kunci: tingkat kebisingan, pekerja di lapangan terbang
PERUBAHAN GARIS PANTAI DENGAN CITRA SATELIT DI KABUPATEN GIANYAR Putu Aryastana; I Gusti Agung Putu Eryani; Kadek Windy Candrayana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 5 No. 2 (2016)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (699.524 KB) | DOI: 10.22225/pd.5.2.379.70-81

Abstract

Perkembangan teknologi yang cukup cepat membuat arah studi monitoring dan analisa perubahan garis pantai lebih banyak menggunakan citra satelit penginderaan jauh. Pemanfaatan citra satelit dalam monitoring dan analisa perubahan garis pantai sudah banyak dilakukan, antara lain: Landsat, Quickbird, Allos dan IKONOS. Pada penelitian ini dilakukan analisa terhadap perubahan garis pantai dan laju erosi dengan dengan membandingkan 2 (dua) buah citra satelit yaitu data citra satelit SPOT 5 pada tahun 2009 memiliki resolusi spasial 10 m (multispectral) dan SPOT 6/SPOT 7 pada tahun 2015 yang memiliki resolusi hingga 1.5 m yang nantinya akan dilakukan koreksi dengan hasil pengamatan lapangan untuk kawasan pantai di Kabupaten Gianyar. Penelitian ini memberikan kontribusi kepada pemerintah daerah dan pemerintah pusat sebagai data dasar (data base) dalam pengambilan keputusan untuk penanganan kawasan pantai. Hasil analisa menunjukan bahwa rata-rata perubahan garis pantai yang terjadi di Kabupaten Gianyar berdasarkan citra satelit SPOT tahun 2009 dan 2015 adalah sebesar 22.441 m. Rata-rata laju erosi pantai yang terjadi di Kabupaten Gianyar berdasarkan citra satelit SPOT tahun 2009 dan 2015 adalah sebesar 3.202 m/tahun. Kata kunci: garis pantai, SPOT, citra satelit
PERENCANAAN KEBUTUHAN DAN PENJADWALAN BIAYA SUMBER DAYA PADA PELAKSANAAN PROYEK KONSTRUKSI I Ketut Nudja S.
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 6 No. 1 (2017)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (386.968 KB) | DOI: 10.22225/pd.6.1.455.1-12

Abstract

ABSTRACT The proposed bid price should be an estimate of real cost or direct cost plus indirect cost plus profit. As is known one of the parameters that affect the value of direct costs is labor costs. In the field of labor unit prices often fluctuate, so it will affect in determining labor costs. The final outcome of this plan will be used as a basis in the labor cost control during the implementation of the project. Based on the discussion, the total cost of human resources is IDR 328.369.050,00, of labor cost IDR 183.750.000,00, foreman fee IDR 25.107.550,00, the cost of weaving IDR 47.880.000,00, the cost of a smith IDR 9,000,000.00, the cost of masonry IDR 41.350.000,00, carpentry costs IDR 1.750.000,00, smith cost IDR 183.512.000,00, the cost of masonry IDR 189.000,00, carpentry fee IDR 1.900.500,00. Keyword: planning, labor costs, construction projects
PENGENDALIAN KESELAMATAN DAN KESEHATAN KERJA PADA PROYEK PEMBANGUNAN HOTEL I Wayan Jawat
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 6 No. 1 (2017)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (276.936 KB) | DOI: 10.22225/pd.6.1.456.13-33

Abstract

ABSTRACT The development of equipment technology were used in construction projects must be balanced with skill and high level of risk management, the most appropriate solution by using the safety and health management system so that the assets and labor that is an investment for the entrepreneur can be saved. The issues of occupational safety and health can’t be separated from industry problems, because safety and health are closely related to productivity. Occupational Safety and Health (OSH) in industry are associated with environmental issues. The Ritz Carlton Bali project in Sawangan Nusa Dua is one of the projects undertaken by PT. Tatamulia Nusantara Indah and has ISO certified. The implementation of OSH standards on this project is contained in the OSH plan and is always carried out monitoring and evaluation activities by the safety team in the field. To give more understanding on the implementation of OSH to all project workers was scheduled OSH simulation for 1 (one) hour adjust to schedule of project and informed by safety team, including effort of control that must be done. Based on this, it becomes interesting to do an assessment on OSH Control on Construction Project at The Ritz Carlton Bali Project in Sawangan Nusa Dua. The purpose of this study is to understand the control of OSH on construction projects. The result is a preliminary study was conducted to identify the potential OSH risks of The Ritz Carlton Bali Project. The procedures for reviewing these OSH risks and their system of controls are routinely applied to update hazard and risk records. All important risks are always controlled and monitored. Documented procedures must be available to avoid the delivery of policies and targets. Keyword: planning, labor costs, construction projects
KEARIFAN MASYARAKAT DESA PENGLIPURAN KABUPATEN BANGLI DALAM MELESTARIKAN TANAMAN BAMBU DAN APLIKASINYA SEBAGAI BAHAN BANGUNAN I Wayan Muliawan
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 6 No. 1 (2017)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (603.114 KB) | DOI: 10.22225/pd.6.1.457.34-43

Abstract

ABSTRACT The resources of bamboo in Indonesia are quite potencial. Penglipuran traditional village is an integrated residential and has a unique architecture that its still existence. The concept of traditional settlement of penglipuran has no different social status and they are one in togetherness. This can be seen from the house in Penglipuran use of bamboo as building materials. This research uses descriptive qualitative methods by observation, interviews, and study literature. Utilization of bamboo house technology has a very positive impact on the utilization of natural resources and cultural preservation by local indigenous peoples. Bamboo is a basic material or material that can provide an alternative to build a house. Indigenous peoples in Penglipuran also combine bamboo round and woven so that the value of estetikapun seen together with nature. The use of bamboo material can be seen from paon, sekenem, angkul-angkul and banjar hall. Keyword: settlement, bamboo, building materials, conservation
TAJAM DENGAR PETUGAS GROUND HANDLING AKIBAT TINGKAT KEBISINGAN DI BANDARA NGURAH RAI BALI Nyoman Surayasa; I Made Tapayasa; I Wayan Putrayadnya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 6 No. 1 (2017)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (171.94 KB) | DOI: 10.22225/pd.6.1.458.44-50

Abstract

ABSTRACT Noise that occurs at Ngurah Rai Airport can cause hearing loss. The purpose of this research is to know hearing loss of the staff in the airfield, relationship between hearing loss and the characteristics of the respondents (working period and use of personal protective equipment), and to know the difference of hearing loss in the engineering division and the administration department at Ngurah Rai Airport. The cross sectional method was used to analys data, 44 samples are collected randomly. Data were collected by interview using questionnaires. Results showed that 16.7% of administrative staff has hearing loss, while 83.3% were normal. In the engineering division, 60.5% has hearing loss and 39.5% has normal. Based on staff with a working period of ≤ 20 years, 37.5% has hearing loss and 62.5% has normal. Based on staff with a working life of> 20 years, 77.3% has hearing loss and 22.7% has normal. Based on staff who often use ear protection, 66.7% of hearing is normal and 33.3% is not normal. Based staff who did not use ear protection, 5.9% of hearing is normal and 94.1% is not normal. Keyword: planning, labor costs, construction projects
ANALISIS PERBAIKAN STRUKTUR PEMBANGKIT LISTRIK TENAGA MIKRO HIDRO DI DESA TANGEB, KECAMATAN MENGWI, KABUPATEN BADUNG, BALI I Gusti Ngurah Putu Dharmayasa; I Komang Agus Ariana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 6 No. 1 (2017)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (569.274 KB) | DOI: 10.22225/pd.6.1.459.51-65

Abstract

ABSTRACT Electricity supply is very important to improve people's lives. In Indonesia electricity is mostly generated by PLN as the state company that provide electricity for the entire people of Indonesia. PLN’s load is very high to provide electricity and to reduce the load of PLN, the potential of the electricity source should be utilized. One of the locations that have been built and used for micro-hydro power plant is the irrigation canal in the Tangeb village, Mengwi, Badung, Bali. Since it was built in 2014, micro-hydro power plant is expected to be used to provide electricity to the Pura Dalem within 100 meters from the power plant site, but can not function as expected because some parts of the structure were damaged, particularly on the foundation. In order for micro-hydro power plants can be used there should be analysis of the feasibility of existing structures. The research process begins with a review of the research sites, further soil sampling and ground testing in the field. The soil samples were tested in the laboratory. The test results of soil samples in the laboratory and field testing is used to calculate the carrying capacity of the land. The results of the soil bearing capacity were used to design the foundation. Analysis of the framework turbine is also conducted to determine whether the order turbines can still be used. Measurement of flow velocity is also performed to calculate the flow rate so that the electrical potential can be known. The results of the analysis of the feasibility of power plant micro-hydro in the Tangeb village obtained subgrade on the location of the turbine has a high bearing capacity that obtained the lowest allowable bearing capacity (qall) = 36.763 t/m2 based on test results in the laboratory, and the position of the hard soil in 1 meter depth. For steel frame buffer turbines, based on the results of the analysis with 9.7 ETABS program obtained that turbines are qualified or steel frame secure enough to support the movement of the turbine. The foundation of the turbine needs to be fixed with shallow foundation with a size of 0.95 m x 0.95 m, with a thickness 0.3 m and foundation depth of 1 meter. Reinforcement of foundation used for tension reinforcement φ 12 with a distance of 9 cm between the reinforcement and shrinkage reinforcement φ 12 with a distance of 18 cm. Potential electricity or power can be produced based on the calculation of the speed of the water, the water discharge resulting in low water level conditions is (W) = 3.3 kW. Keyword: micro-hydro, soil bearing capacity, foundation design
ANALISIS POTENSI PERMINTAAN (DEMAND) ANGKUTAN UMUM PADA KORIDOR JALAN RAYA SESETAN DENPASAR Dewa Ayu Nyoman Sriastuti
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 6 No. 1 (2017)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (199.593 KB) | DOI: 10.22225/pd.6.1.460.66-75

Abstract

ABSTRACT Denpasar city is the center of government, trade, education, tourism and various services are indicators of changes in land use, density, movement, and high population, impact on economic improvement, social culture and transportation activities, especially traffic activity. Incriesed activities are followed by an increase in private vehicle usage, which causes transportation problems to become more complex. Therefore, transportation system planning especially in terms of transportation is an urgent thing to do. One of the important transportation systems planning to help solve the transportation problem is the planning of public transportation arrangement. Public transport routes in the Denpasar city have not spread evenly to serve the potential demand for public transportation, such as in the area of South Denpasar for example, there is no public transport routes that serve the community to conduct student activities, public transportation, so that necessary to study the potential demand of public transport, especially on Jalan Raya Sesetan corridor in South Denpasar. The service of reliable public transport is solution to create an effective, efficient and economical route in the utilization of road space and fuel consumption. The objective of providing public transportation which effective, efficient and economical will be achieved if the characteristics of users around the planned service corridor mainly concern the potential of public transport demand is known. Characteristics along the service corridor include the number of family members, the number of workers, the number of students, the number of potential trips, the number of vehicles owned, the monthly family income, the interest in the use of public transport. The result shown the average number of population in the service corridor is 21431 in which all villages have an average N value greater than the value of R (R = 20), thus fulfilling in public transport service, while the number of passengers is 17543 movements. Keyword: micro-hydro, soil bearing capacity, foundation design

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