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INDONESIA
JURNAL KARYA TEKNIK SIPIL
Published by Universitas Diponegoro
ISSN : -     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 38 Documents
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Search results for , issue "Volume 3, Nomor 4, Tahun 2014" : 38 Documents clear
PERENCANAAN GEDUNG BEDAH SENTRAL TERPADU (GBST) RUMAH SAKIT BETHESDA YOGYAKARTA Nisa Utami; Yayan Iswadena
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Integrated Surgical Operation Centre Building of Bethesda Hospital Yogyakarta designed by using Special Moment Resisting Frame System (SMRFS) while the structure was designed earlier in 2011, and re-designed with earthquake load analysis using equivalent static analysis methods. Seismic forces calculated based on area of the earthquake zone 4 as the region has a fairly large earthquake acceleration, so it must be designed earthquake-resistant structures. To realize earthquake resistant structures used Special Moment Resisting Frame System. Frame system is composed of a framework of beams and columns, where the columns are made stronger than the beam (strong column weak beam). To avoid failure of the structure at the beam-column joint, plastic form joint is planned to occur in the beams and columns only occur at the top of the column foundation. Calculation of seismic analysis refers to SNI latest earthquake in 2012. Structure analysis using program SAP2000 v14 to help modeling the structure and determine the forces acting on the structure. Materials used are concrete f'c 30 MPa, where as for steel reinforcement plates and cross bar 240 MPa fy and longitudinal bar fy 400 MPa.
PERENCANAAN STRUKTUR GEDUNG KULIAH DI YOGYAKARTA wahyu hardianto; Ario Bimo Hanityo; Himawan Indarto; Ilham Indarto
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Auniversity building is planned to be built inYogyakarta. The structure of the building is designed to comply with the Indonesian Concrete Code (SNI 03-2847-2002)for Special Moment Resisting Frame System (SMRFS). Dynamic analysis of the structure is based on spectrum method regulated inIndonesian Seismic Code(SNI 03-1726-2012). The structure of this building is designed to followthe Strong Coloumn Weak Beam concept. With this concept, plastic hings are designed to form on beam ends when the structure is hit by earthquake.Thestructural analysis conducted in this project shows that the structure is strong enough to resist earthquake loading.
PERENCANAAN EMBUNG CABEAN DI KABUPATEN SUKOHARJO Himawan, Edo; Kusumo N., Muhammad Donny; Sriyana, Sriyana; Sugiyanto, Sugiyanto
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

The construction of small dams Cabean is an effort in order to meet the water needs of the textile industry in Nguter Subdistrict, Sukoharjo Regency. The first step to design Cabean Small Dam is hidrology analysis such as: dependable discharge and water requirement. The dam is projected to supply  water requirement in one subdistricts, water requirement for irrigation which has 50 ha of areas. Dependable discharge is discharge mainstay 80% fulfilled. Flood discharge plan of The Cabean Small Dam is calculated from rainfall data and the result of flow is 393.86  m3/s which taken from HSS Gamma 1 with PMF. Cabean Small Dam is designed with rock fill dam type. The height of the dam is 18 meters with slope ratio 1:2.25 at the upper course and 1:1.75 at the lower course. For 25 years lifetime and storage capacity 113,625 m3. The spillway design is choosen with 30 m wide and  with stilling basin (USBR Type IV) which use 30 m of wide and 15 m of length as the dimension. The diversion tunnel design takes 150 m of length and 5 m of diameter. The cost of Cabean Small Dam Project  is about Rp 21,343,482,440.00 (Twenty One Billion Thirty Hundred Fourty Three Million Four Hundred Eighty Two Thousand Four Hundred Fourty Rupiahs) with 48 weeks as time target of this project.
PERENCANAAN REHABILITASI KOLAM DETENSI MELATI JAKARTA PUSAT Undayani Cita Sari; Evi Mariana; Suseno Darsono; Siti Hardiyati
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

ABSTRACTDrainage system with polder and pump is the most effective and efficient system for handling the floods that was occurred in the area which has a slooping topography such as Jakarta. As the state’s capital and metropolitan city, Jakarta has been developing rapidly, which made the existing green land as water infiltration area and settlement become unbalanced. This is a  major cause of flooding in Jakarta. From the result of rainfall data processing in Kemayoran station, rainfall intensity can be analyzed by using Jakarta’s hyetograph diagram approach for Ciliwung’s watershed based on analysis that was conducted by Netherland Engineering Consultant. Qplan is obtained by modeling it with additional program, the SWMM 5.0 for a period of 100 years, due to Jakarta as a business and government center. Large catchment area and downtown are the reason that SWMM 5.0 is suitable to use for modeling. Thus Qplan is obtained in the amount of 11 m3. Reservoir’s volume in the amount of 75888 m3 is obtained by using Qplan, at the existing condition detention pond area is 49000 m2, so depth of pond is 5 m with 8 pumps and 4 m3/sec capacity is obtained.
PERENCANAAN BANGUNAN PENGENDALI SEDIMEN DI KALI KREO Andrey Suryanto; Thomas Resa Putra; Suripin Suripin; Salamun Salamun
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

The land use change of area sub-watershed Kreo potentially lead to an increase in erosion and sediment transport by river flow increases. Increased sediment transport in river flow can destabilize the river morphology Kreo such as a decrease in the riverbed Kreo (degradation), changes in river geometry vertical and horizontal direction, and the elevation of the riverbed (agradastion). To control the morphology of the river Kreo stability it need to be built sediment control structure (check dam). The design of sedimen control at Kreo river is located in the Village of Kali Pancur, District Ngaliyan. Kreo river have watershed area 65.58 km2 the length of the main river ± 30.60 km, the average river width of 14.6 m. Based on the calculations have been done better hydrological analysis, hydraulics analysis, planning dimensions check dams, control stability of main dam, and capacity analysis of sediment the river discharge plan obtained by 102 m3/s, check dam spillway base width of 20.5 m, effective height of the main dam 2 m, foundation depth of main dam, thick of mercu main dam 1.5 m, length of basin whirl 17 m, thick of basin whirl 0,6 m and sediment capacity is 14,911,55 m3 with the design life of 10.7 years. This project implementation is scheduled for 20 weeks with a budget plan of Rp. 2.340.000.000, -.
PERENCANAAN STRUKTUR GEDUNG SILOAM HOSPITALS MEDAN Aprilliana, Fitri; Angelina P., Lasmaria; Partono, Windu; Adi, Rudi Yuniarto
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

SNI 1726- 2012 has been implemented and used as basic guidance for earthquake-resistant building design. This regulation replaced RSNI 1726- 2002 which is not suitable for Indonesia’s area that always undergoes earthquake. Siloam Hospitals Medan Building was designed by RSNI 1726- 2002. This journal describes the result of Siloam Hospitals Medan Building’s calculation by SNI 1726- 2012. Structural analysis of Siloam Hospitals Medan Building is calculated by SAP2000 software. The outputs are internal forces which are used to calculate the dimension of structure and bar which is needed. This structure uses the method of Special Moment Resisting Frame  which is expected that it has a high ductility due to its location where is in soft soil earthquake risk area.
PERENCANAAN JALAN LINGKAR UTARA KOTA WONOSARI, KABUPATEN GUNUNG KIDUL, PROVINSI DAERAH ISTIMEWA YOGYAKARTA Anggraini, Anindita Dwi; Siringoringo, Judi Agnes Alvionita; Narayudha, Moga; Supriyono, Supriyono
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Economic development and growth in the City Wonosari relatively fast growing, giving rise to the high mobility of the impact on the increase in traffic flow, traffic volume and road network system. One effort to do that with the planned construction of the North Ring Road City Wonosari able to support the creation of a transportation system that is effective, efficient, provide smooth transport, and increasing the role and function of national roads which have an important role in the conduct of regional transport flows in the Province Central Java. From the analysis of the northern ring road planning Wonosari City in accordance with the volume of traffic survey determined the number of lanes is 2/2 UD. From the calculation of the northern ring road planning Wonosari City, at the intersection specified the use of rigid pavement while traffic along the ring road north of the City Wonosari using flexible pavements.
PERENCANAAN BENDUNGAN TUGU KABUPATEN TRENGGALEK Tedy Wibowo; Rizki Dwi Putro; Sri Sangkawati; Hari Nugroho
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Tugu Dam is a dam that was built to needs of irrigation water and raw water needs necessary. It had built on the Keser River with catchmen area of river is 43,06 km2, with a length of river is 9,295 km. Administratively located in the Nglinggis Village, Tugu Subdistrict, Trenggalek Regency, East Java Province and is geographically located at position 8˚1 '- 8˚3' south latitude and 111˚34 '- 111˚37' east longitude. Before the Tugu Dam was built, water irrigation fulfillment necessary done by taking water from the Keser River, but water irrigation requirement not maximum because the water taking from the Keser River done with pump system. Tugu Dam is expected to fulfill the irrigation water of Tugu irrigationwith a total area of 1.106 hectare, and fulfill of the raw water in Nglinggis, Pucang Anak, Dermosari, Winong and Tegaren Village of Tugu District on Trenggalek Regency with a projected total populations in 2042 is 19.589 inhabitants. Before planning a dam, the initial step is the hydrological analysis with the result that be discovered gauge the dependable discharge, needs water discharge and flood discharge. In the Tugu Dam planning dependable discharge used is the discharge with probability 80%. Water needs value to fulfill the irrigation water requirement is 0,81 liters/sec/hectare or water needs discharge for water irrigation is 0,90 m3/sec and water needs discharge for raw water is 0,03 m3/sec. Flood discharge using HSS Gama I method for return period of 1000 years of 667,70 m3/sec is used as the basic for search flood analysis (flood routing)by means of the spillway to obtain the dimensions of the main dam and the spillway. Tugu Dam planned using the rock fill dam material with watertight clay core with a slope of 1 : 2,25 in the upstream and 1 : 2,00 in the downstream. Elevated of dam is 69,00 m, the wide of the peak is 12,00 m, wide of the base dam is 301,00 m and full length of the dam is 309,26 m with a 30-year design lifetime of the dam and reservoir volume of 6.12 million m3. Spillway design with specific such as OGEE peak wide of 10,00 m, USBR type II for stilling basin with pool dimensions of 10x55 m and 553,00 m long tunnel deterrent with a diameter of 3,00 m with a number of 2 pieces. Tugu Dam planned at a cost of +495,50 billions rupiahs, and planned implementation time +560 working days.
EVALUASI EFISIENSI SIRKULASI TERMINAL ANGKUTAN PERKOTAAN DI TERMINAL BUS MANGKANG Agusvan Syarif; Suis Ogeswartomal; Bambang Riyanto; Supriyono Supriyono
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Terminal Mangkang which was a type-C terminal, is now upgraded to be a type-A terminal, located in the western side of Semarang City. Terminal Mangkang, specifically the urban transit area, has several issues, for instance the lack of vehicle circulation system due to several meeting points of the arriving and departing vehicles. Besides, passengers get on and off the vehicles at improper places. Therefore, is a necessity to evaluate the efficiency of vehicle circulation system at the urban transit area terminal. Data was collected by giving questionnaires to 100 respondents with a sampling method, and recording method of vehicle circulation time. The questionnaire consists of ten questions focusing on travel origin and destination, type of public transit choice, and movement pattern of passengers on and off vehicle inside and outside the terminal. The result showed that majority of passengers (54%) came from western side of the city and 40% passengers used NBAK (Non Bus Angkutan Kota/ Non-Bus City Transport). For passenger movement pattern, the majority of passengers (47%) get off the vehicle inside the terminal, located at the entrance after the inclining road of TPR 41% passengers would wait for the vehicle at the exit way outside the terminal. According to the performance comparison of each type of terminal, recomendation type 2 model has seventy-eight-second of efficiency on circulation time compared to the existing terminal circulation. This type 2 model will decrease the tendency of passengers to switch vehicles outside the terminal. This study recommends a rearrangement of terminal layout to facilitate the activity of circulating passengers for each type of vehicle operating in the public transport terminal. The type 2 model may be considered by the stakeholders in the rearrangement of the terminal layout.
ANALISIS ANTRIAN ANGKUTAN BARANG PADA JEMBATAN TIMBANG DENGAN METODE SIMULASI MULTIPLE CHANNEL (STUDI KASUS PADA JEMBATAN TIMBANG SARANG) Nicolas Ananto Seno W.; Muhammad Arsyad Sulistiono; Bambang Riyanto; Kami Hari Basuki
Jurnal Karya Teknik Sipil Volume 3, Nomor 4, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Sarang Weighbridge is one of the busy weighbridge that serve freight vehicles in the province of Central Java. With the large number of vehicles to be serviced will cause potential queues at the weighbridge. This study aims to determine the pattern of queues that occur at weigh stations and provide a recommendation to the appropriate queue system to be applicable to the Sarang Weighbridge, so it can increased the performance of the weighbridge.The method used to analyze queues in this study is the simulation method. This method is used because there are many variables at Weighbridge queuing system so it will be very difficult when using the methods of mathematical analysis. Simulation begins with field survey data. The data is used to perform the simulation and the results are then tested for compliance with the Poisson distribution . From the simulation results will then be made a better queuing models. Based on the analysis that we did, needed a better queuing system and the need to improve the infrastructure and human resources in order to better service on Sarang Weighbridge

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