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Kota kupang,
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INDONESIA
Jurnal Teknik Sipil
Published by Universitas Nusa Cendana
ISSN : 20894953     EISSN : 2775815X     DOI : -
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Articles 185 Documents
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KINERJA DAN PELAYANAN OPERASIONAL PELABUHAN PENUMPANG TENAU Frans, John H.; Bella, Rosmiyati A.; Siahaan, Benny T.
Jurnal Teknik Sipil Vol 7, No 2 (2018): Jurnal Teknik Sipil
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Abstract

Evaluasi kinerja dan pelayanan operasional di pelabuhan penumpang Tenau Kupang dilakukan pada terminal penumpang untuk mengetahui kualitas pelayanan yang diberikan oleh pengelola pelabuhan berdasarkan persepsi penumpang dan juga dilihat dari Peraturan Menteri Perhubungan Republik Indonesia Nomor PM 37 Tahun 2015 tentang Standar Pelayanan Minimum Penumpang Angkutan Laut. Kinerja terminal berdasarkan persepsi pengguna jasa terminal diperoleh dari hasil kuisioner dengan skala Likert menggunakan metode Importance Performance Analysis (IPA). Dari hasil analisa IPA, wawancara dilakukan dengan pihak pengelola pelabuhan Tenau menggunakan metode Strength Weakness Opportunities Threats (SWOT) dan hasilnya dianalisis untuk strategi penyelesaian masalah. Hasil analisis pelayanan diketahui bahwa terminal penumpang Tenau masih belum sesuai dengan standar pelayanan minimum penumpang angkutan laut yang ditetapkan. Berdasarkan hasil penelitian diperoleh nilai indeks kepentingan dan kepuasan rata-rata pengguna jasa terhadap 42 indikator faktor pelayanan sebesar 3,01 persen dan 4,32 persen. Kemudian dari hasil penelitian ini, ada 10 faktor pelayanan yang perlu mendapat perhatian  menurut persepsi penumpang. Hasil wawancara kemudian dimasukan dalam matriks kuadran SWOT dengan strategi SO (Strengths – Opportunities), yaitu memanfaatkan lokasi pelabuhan Tenau yang strategis dalam rangka meningkatkan pertumbuhan ekonomi di wilayah NTT.Performance evaluation and operational services at Tenau Passenger Port Kupangare conducted at the passenger terminal to determine the quality of services provided by the port management based on passenger perception and also seen from the Minister of Transportation Regulation Number 37 Year 2015 on Minimum Passenger Service Standard of Sea TransportTerminal performance based on terminal service user's perception is obtained from questionnaire with Likert scale using Importance Performance Analysis (IPA) method. From the IPA analysis results, the interviews were conducted with Tenau port management using the Strength Weakness Opportunities Threats (SWOT) method and the results were analyzed for the problem solving strategy. From the result of service analysis it is known that the Tenau passenger terminal is still not in accordance with the minimum service standards of sea transport passengers. Based on the research results obtained value of interest index and satisfaction of average service user to 42 indicators of service factor equal to 3,01 percent and 4,32 percent. Then from the results of this study, there are 10 service factors that need to get attention according to the perception of passengers. The interview results are then included in the SWOT quadrant matrix with the SO (Strengths - Opportunities) strategy, utilizing the strategic location of Tenau harbor in order to improve economic growth in the NTT region.
KAJIAN IMPLEMENTASI Messah, Yunita A.; Bolu Tena, Yohana; Udiana, I Made
Jurnal Teknik Sipil Vol 1, No 4 (2012)
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Abstract

The complexity of the construction work, the risk of workplace accidents become higher, so the Health and Safety Work Management System (SMK3) important to be implemented in the construction company. Therefore, it is necessary to know how far the extent of implementation SMK3 especially in construction services company in Kupang City. This study used the questionnaire. The result of questionnaires data collection is processed using the Normalization de Boer formula and analyzed with concept of Traffic Light System. The survey results revealed that the percentage of SMK3 implementation in construction services company in Kota Kupang is 62.38% (yellow category) and the accident rate is on the green category. This explained that SMK3 implementations are at level 2 (safe enough). Based on the type of company, BUMN enterprises have SMK3 implementation of 87.10% and domestic private firms by 56.06%. SMK3 implementation for 5-10 year-old company at 47.85%, 10-20 years-old company at 54.18%, and the company aged > 20 years at 79.74%. The provisions of SMK3 largely have been done by construction companies. The ten provisions have been done mostly are applied of the K3 set policy, identify the hazards that will occur, to provide funds for the implementation of K3, control determines the risk of accidents, regulations made under the laws of K3, P3K facilities in sufficient quantity, create goals and objectives to be achieved, all parties involved in construction services companies should play a role in maintaining and controlling the implementation of the K3, the division of duties and responsibilities are clear and the implementation of controls to manage risks K3.
PREPARATORY MODULE FOR THE OBJECT-ORIENTED MODELING OF URBAN TERRAIN HYDROLOGICAL RESPONSE Pah, Jusuf J. S.
Jurnal Teknik Sipil Vol 2, No 2 (2013): Jurnal Teknik Sipil
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Abstract

This research aimed at preparing an object-oriented module to use in conjunction with an object-oriented urban terrain hydrological response model. The module serves to capture terrain data and prepare them and make them fit as input to the core part of the urban terrain model. This research had constructed the module. It engages five classes of object, which give it capability to faithfully capturing terrain hydrological features and other relevant data, and arrange them in such a way as to serve as fit input to the core part of the urban terrain model. The module represents an urban terrain by meshing it unto a network of rectangle object elements. In order to overcome edge problems associated with the meshing, utilizing smaller size of elements (hence higher number of elements) and weighted average in terms of ‘within a cell contained terrain-sheds areas’ were advised. It also strongly encouraged the invention of a more automate ways of terrain data capturing, to replace the manual data entry procedure still utilized in this module.
KAJIAN KUAT TEKAN BETON PASCA BAKAR DENGAN DAN TANPA PERENDAMAN BERDASARKAN VARIASI MUTU BETON Cornelis, Remigildus; Hunggurami, Elia; Tokang, Nini Yunita
Jurnal Teknik Sipil Vol 3, No 2 (2014): Jurnal Teknik Sipil
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Abstract

Penelitian ini dilakukan terhadap mutu beton 15 MPa, 20 MPa, 22 MPa dan 25 MPa dengan sampel berupa kubus 15 cm × 15 cm × 15 cm. Jumlah sampel penelitian pada masing-masing mutu beton sebanyak 9 buah sehingga total keseluruhan sampel penelitian sebanyak 36 buah. Pembakaran dilakukan pada suhu 400oC dan lamanya pembakaran selama 3 jam.Perendaman beton pasca bakar dilakukan selama 14 hari.Hasil dari penelitian ini menunjukkan bahwa berdasarkan variasi mutu beton (15 MPa, 20 MPa, 22 MPa, dan 25 MPa) didapatkan nilai kuat tekan rata-rata pada pada perlakuan standar menghasikan kuat tekan rata-rata sebesar 26,00 MPa, 26,67 MPa, 28,44 MPa dan 29,48 MPa. Pada perlakuan beton pasca bakar dengan perendaman menghasilkan kuat tekan rata-rata sebesar 19,41 MPa, 22,37 MPa, 24,15 MPa dan 25,85 MPa. Sedangkan pada perlakuan beton pasca bakar tanpa perendaman menghasilkan kuat tekan rata-rata sebesar 24,89 MPa, 25,78 MPa, 28,67 MPa dan 30,52 MPa. Penurunan kekuatan beton pasca bakar tanpa perendaman pada mutu beton 15 MPa dan 20 MPa sebesar 4,274% dan 3,333% dan peningkatan pada mutu beton 22 MPa dan 25 MPa sebesar 0,781% dan 3,518%. Penurunan kekuatan beton pasca bakar dengan perendaman sebesar 25,356%, 16,111%, 15,104% dan 12,312%.
KAJIAN FAKTOR-FAKTOR PENYEBAB KETIDAKEFEKTIFAN KINERJA TERMINAL BUS HAUMENI KOTA SOE KABUPATEN TIMOR TENGAH SELATAN Sagi, Fransisca N.; Udiana, I Made; Ramang, Ruslan
Jurnal Teknik Sipil Vol 4, No 2 (2015)
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Abstract

Terminal Haumeni yang terletak di Kota Soe adalah salah satu contoh prasarana transportasi yang kinerjanya tidak efektif karena angkutan umum lebih banyak melakukan aktifitasnya di luar terminal. Berdasarkan pengamatan, persimpangan dekat lokasi terminal yang dijadikan sebagai terminal bayangan. Kajian ini bertujuan untuk mengetahui faktor-faktor yang mempengaruhi ketidakefektifan kinerja terminal bus Haumeni dengan statistik Skala Likert. Dari hasil analisis, berdasarkan persepsi pengguna jasa, faktor-faktor yang mempengaruhi ketidakefektifan kinerja terminal bus Haumeni adalah tidak adanya bus yang masuk ke terminal dengan persentase sikap penumpang 68,60 %, lokasi terminal yang kurang strategis dengan persentase penumpang 57,91 %, pengemudi 76,84 %, fasilitas terminal yang kurang efektif dengan persentase penumpang 76,74 %, pengemudi 62,11 %, kurangnya pelayanan petugas terminal dengan persentase penumpang 58,14 %, pengemudi 74,74 %, tidak adanya peraturan yang berlaku bagi pengguna jasa dengan persentase penumpang 63,26 %, tidak ada pengawasan dari pihak keamanan dengan persentase penumpang 65,58 %, pengemudi 66,32 %, parkir yang tidak teratur dengan persentase penumpang 62,79 %, pengemudi 65,26 %. Haumeni terminal which is located in the city of Soe is one example of a transport infrastructure that performance is not effective because the public transport is turns more to do it outside the terminal. Based on the observation, the intersection near the location of the terminal that serve as a shadow terminal. This study aims to determine the factors that affect the performance of ineffectivenes Haumeni bus terminal using descriptive statistical analysis of the Likert Scale. From the analysis based on the user perception of services, the factors that affect the performance of the bus terminal Haumeni ineffectiveness is the lack of buses to load passenger in terminal with a percentage of 68.60% of passenger attitudes, less strategic terminal locations with a percentage of 57.91% attitude passengers, driver 76.84%, terminal facilities were less effective with the percentage of 76.74% and the attitude of the driver’s passenger 62.11%, the lack of service personnel attitude passenger terminal with the percentage 58.14% and 74.74% driver, the absence of regulations for service user with a percentage attitude 63.26% passenger, there is not oversight of the security forces with the percentage of 65.58% attitude passenger and the driver 66.32%, irregular parking arrangement with the percentage of 62.79% and the attitude of the driver’s passenger 65.26%.
STUDI POLA LENGKUNG KEBUTUHAN AIR UNTUK IRIGASI PADA DAERAH IRIGASI TILONG Mada, Yohanes V.S.; Krisnayanti, Denik S.; Udiana, I Made
Jurnal Teknik Sipil Vol 5, No 1 (2016): JURNAL TEKNIK SIPIL
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Abstract

Daerah Irigasi Tilong dengan luas daerah irigasi sebesar 1.484 ha disuplai air dari Bendungan Tilong dengan debit sebesar 2,23 m3/det pada pintu pengambilan. Dengan kapasitas saluran tersebut, air dialirkan ke seluruh bagian kiri dengan luas 233 ha dan bagian kanan dengan luas layanan 1.251 ha. Dengan luas daerah yang demikian penulis ingin mengetahui bagaimana pola lengkung kapasitas saluran dari kapasitas Tilong Untuk menentukan lengkung kapasitas tersebut, digunakan data klimatologi dengan kala ulang 15 tahun serta data sekunder dari irigasi setempat dan mencari berapa besarnya kebutuhan air di sawah per hektar. Dengan demikian digunakan rumus perhitungan kapasitas saluran dengan rumus NFR dan Lengkung Kapasitas Tegal untuk mendapatkan besarnya kapasitas saluran. Dengan metode perhitungan kebutuhan air diperoleh nilai besarnya kebutuhan air maksimum per hektar di Daerah Irigasi Tilong sebesar 2,12 ltr/dt.ha. Analisis kapasitas saluran dengan menggunakan rumus NFR dan Lengkung Kapasitas Tegal menunjukkan kebutuhan air yang berbeda. Pola lengkung yang trend dari rumus NFR membentuk linear artinya terjadi penambahan kapasitas pada saluran jika areal yang dilayani semakin luas sedangkan dengan Lengkung Kapasitas Tegal membentuk garis parabola artinya akan terjadi pengurangan kapasitas saluran ketika areal yang dilayani semakin luas.
FAKTOR-FAKTOR KETERLAMBATAN PROYEK JALAN RAYA DI KOTA KUPANG BERDASARKAN PERSEPSI STAKEHOLDER Ramang, Ruslan; Frans, John H.; Djahamouw, Putri D. K.
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Development of road infrastructure in Kupang city today has been a concern and the priority of the government in order to support the acceleration of the economy in the Kupang city.However, the problems that occurred in the project implementation is incomplete highway projects in a timely, cost and quality that has been set.The purpose of this study was to determine the weighting of the factors that cause delays in the completion of a highway project according to perception of stakeholder and a model of the delay in the completion of a highway project in Kupang city.Data analysis technique using Microsoft Excelto obtain a weighting of the delay factors of each respondents, andusing Factor Analysis method to obtain the model of delay factors. From the results of analysis show that the main factor causing the delay of highway project in Kupang city according to respondents of contractor is a delay provision of heavy equipment factor with a percentage of 4.64%, then according to respondents of consultant is design error factor with a percentage of 4.81%, and then according to respondents of Dinas PU is scarcity of material required with a percentage of 4.53%. The result gained models of delays interpreted that project management factors ( F1) provide the most impact on delay in the completion of a highway project in Kupang city that is equal to 13.187%.
OBJECT-ORIENTED APPROACH FOR THE ASSESSMENT OF MOMENTCURVATURE RELATIONSHIP OF A VARYING-WIDHT AND MULTI-MATERIAL BEAM CROSS SECTION Pah, Jusuf J. S.
Jurnal Teknik Sipil Vol 1, No 2 (2011)
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Abstract

This research developed the rational approach to shear design in 1984 Canadian Code Provision into a new approach which is object-oriented in fashion, and presented it for the purpose of assessing moment-curvature-relationship of a varying-width and multimaterial beam cross section. Unlike the traditional method that views a cross section as a single entity, this new approach views a section as a composition of autonomous objects. In this approach, a cross section is recognized as a system which is made up of objects, of which each can be predicated uniquely; behave autonomously in responding to loading, and capable of communication between each other. Being in such a fashion, the approach was shown to be capable to faithfully represent a section which varies in width, and is made up of materials with different mechanical characteristics, in whatever possible arrangement. To compensate for the painstaking computation that may be involved in the approach, and maintain its object-oriented fashion, an-objectoriented computer-software that uses an object-oriented user interface platform was recommended to be provided as an auxiliary to the approach.
KUAT TEKAN BETON DAN MORTAR MENGGUNAKAN PASIR KALI NOELEKE Lado, Yandrianus; Utomo, Sudiyo; Hunggurami, Elia
Jurnal Teknik Sipil Vol 7, No 1 (2018): Jurnal Teknik Sipil
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Abstract

Pasir adalah material penyusun beton dan mortar. Penggunaan pasir sebaiknya harus sesuai dengan spesifikasi yang ada agar tercapai mutu yang diinginkan. Kali Noeleke, Kecamatan Mollo Selatan adalah salah satu tempat yang menyediakan pasir untuk kegiatan pembangunan di Kota SoE dan sekitarnya. Pasir ini banyak digunakan karena jarak lebih dekat dan harga yang lebih murah. Tujuan dari penelitian ini untuk mengetahui nilai kuat tekan dari beton dan mortar yang menggunakan pasir Kali Noeleke sebagai agregat halus. Benda uji beton berbentuk silinder dengan ukuran diameter 15 cm dan tinggi 30 cm. Nilai kuat tekan yang direncanakan sebesar 15 MPa dan 25 MPa. Benda uji mortar berbentuk kubus berukuran 5 x 5 x 5 cm dengan komposisi campuran untuk mortar 1PCC : 4Psr, 1PCC : 6Psr dan 1PCC : 8Psr. Waktu perawatan benda uji beton dan mortar adalah 7 hari, 14 hari dan 28 hari. Kuat tekan beton yang menggunakan Pasir Kali Noeleke sebagai agregat halus lebih tinggi dari beton yang menggunakan Pasir Takari pada berbagai variasi campuran dan umur perawatan, demikian juga pada benda uji mortar, untuk semua variasi komposisi campuran dan umur perawatan rata-rata nilai kuat tekan mortar yang menggunakan Pasir Kali Noeleke lebih besar dari pada Pasir Takari.Sand is significant concrete and mortar compiler. Advisable sand purpose shall correspond to that aught specification is attained quality which is wanted. Noeleke River, South Mollo District is one of place which provide sand for development activity at SoE Town and its vicinity. This sand a lot of is utilized since nearer distance and cheaper price. This study aims to know compressive strength of concrete and mortar that utilize Noeleke River Sand as aggregate of ground.  The diameter and high of cylindrical concrete is 15 cm and 30 cm. Pressing strong point one is plotted as big as 15 MPa and 25 MPa. The mortar cube has size 5x5x5cms with composition 1PC: 4Psr, 1PC: 6Psr and 1PC: 8Psr. Curing time for concrete and mortar be 7 days, 14 days and 28 days. compressive strength concrete that using Noeleke River Sand as aggregate of ground for each quality plan and curing time is larger than concrete using Takari sand., and so do on mortar, for each composition and curing time average mortar compressive strength which using Noeleke river Sand is larger than mortar using Takari sand.
PENGGUNAAN PASIR BESI SEBAGAI AGREGAT HALUS BETON PEMBERAT PIPA MINYAK/GAS LEPAS PANTAI Dasalaku, Anggrainy P. W.; Sina, Dantje A. T.; Bella, Rosmiyati A
Jurnal Teknik Sipil Vol 1, No 3 (2012)
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Abstract

ABSTRAKPasir besi merupakan potensi alam yang terdapat di Pantai Pasalai Malli, KecamatanMamboro, Kabupaten Sumba Tengah, Propinsi Nusa Tenggara Timur dalam jumlahyang sangat banyak yaitu mencapai 100 juta ton. Pasir besi memiliki bobot yang beratsehingga dapat dimanfaatkan sebagai agregat halus pada beton pemberat pipa. Hasilpenelitian, dengan metode ACI memperoleh berat jenis dan kuat tekan beton pemberatsebesar 2722.868 kg/m3 untuk kekuatan 38.14 MPa. Beton ini memenuhi persyaratanabsorpsi beton pemberat di bawah 5% yaitu maksimum 4.29%.

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