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Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil
Published by Universitas Dr. Soetomo Surabaya
ISSN : -     EISSN : 26157195     DOI : http://dx.doi.org/10.25139/jprs
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Ge-STRAM journal published 2 (two) times a year in March and September. This journal presents scientific articles on the results of research, scientific studies, analysis and critical review of the problems closely related to the field of civil engineering. The manuscript will be received by the editor to be assessed for the feasibility and technical substance of its writing by Bestari Partners and the Board of Editors. The editorial board is authorized to accept or reject the submitted manuscript.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 8 Documents
 1 
Search results for , issue "Vol. 3 No. 2: September 2020" : 8 Documents clear
Evaluasi Simpangan Pada Bangunan Bertingkat Beton Bertulang berdasarkan Analisis Pushover dengan Metode ATC-40 Zebua, Dermawan; Wibowo, Leonardus Setia Budi; Cahyono, M. Shofwan Donny; Ray, Norman
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2475

Abstract

Indonesia is an area prone to earthquakes. Earthquakes caused by the movement of the earth's plates are the biggest cause of earthquakes that will cause damage to the building structure. Earthquakes occurring in Indonesia often cost lives. However, it is certain that the cause of the loss of life is not directly caused by the earthquake, but caused by the destruction of the building that caused the collapse in the building.The purpose of writing the research is to determine the performance criteria of the university building's seismic performance from the performance point value using the ATC-40 code, showing the melamine scheme (plastic joint distribution) occurring from the calculation of the software program, knowing the collapse pattern of the building so it can be known the joints Suffered damage and suffered destruction of pushover analysis.From the results of the study, the structure of the building is able to provide nonlinear behavior indicated by the initial phase and the majority of plastic joints occur in new beam elements and then column elements. The performance level of the structure enters the criterion of operational which means that minor structural and building damage can be reused immediately.
Analisis Kondisi dan Karakteristik Ruang Parkir Pengguna Sepeda Motor (Studi Kasus di Rumah Sakit Dr. R. Soedarsono) Cahyono, Luqman; Wulandari, Kiki Dwi; Utomo, Agung Prasetyo
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2724

Abstract

Hospital Dr. R. Soedarsono is the only government-owned hospital and first in the city of Pasuruan, so this hospital is indirectly the main reference for residents. Parking space needs for hospital visitors motorcycle users are influenced by 2 things, among others: 1) Parking land users are indeed hospital visitors aiming for the needs of the hospital, 2) Parking land users are indeed non hospital visitors who deliberately leave their vehicles for purposes other than the hospital. Other needs such as entrusting vehicles to get out of the city, to the office and work in companies outside the city of Pasuruan, etc. This happens because the location of the strategic hospital is on the inter-city public transportation lane, triggering non-hospital visitors to leave their motorbikes. The purpose of this study was to determine the condition of motorcycle user parking and to determine the characteristics of motorcycle users in the hospital. The research data collection method is by recording the number of motorcycle plates that enter and exit complete with time, as well as directly asking the needs of parking visitors. The research was carried out for 7 days / 1 week, whereas in 24 hours of sampling throughout the day starting at 06.00-06.00 WIB. The results of this study show: (1) 3353 vehicles entering parking conditions, there are 2917 visitors parking visitors and 436 non-hospital parking users, (2) the highest volume on Thursday 613 vehicles, (3) the highest accumulation of parking on Thursday at 19.00 - 20.00 as many as 340 vehicles and the average maximum accumulation value of 287 vehicles while there are 267 SRP, it is concluded that the accumulation of parking exceeds the area of the parking space unit, (4) the highest parking duration is vulnerable time 120-180 minutes, (5) the number of parking changes an average 1.79 vehicle / parking lot means that for one parking lot serving more than one vehicle, (6) the parking index is an average of 107.54%, so parking facilities are said to be problematic because ip> 100%. for that it is necessary to increase the area of parking or the creation of new parking spaces with vertical parking (multi-storey parking).
Analisis Efektifitas Jalur Sepeda Berdasarkan Metode Bicycle Level Of Service (BLOS) Rohmadiani, Linda Dwi; Iskandar, Savira Ayu
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2754

Abstract

The bicycle lane policy on the Darmo Highway - Urip Sumoharjo Street - Basuki Rahmat Street - Suryo Governor Street - Panglima Sudirman Street Surabaya City for 8,789 Km has been implemented since 2014. The width of the bicycle lane on this corridor of 1.5 meters is on the road body. The application of bicycle lanes in the city of Surabaya is still less effective because there are still many motor vehicle users, the lack of bicycle users and the purpose of cycling is only for recreation (car free day). The purpose of this study was to analyze the level of effectiveness of the bicycle lanes in the Basuki Rahmat Jalan Surabaya corridor. The method used is quantitative descriptive analysis technique Bicycle Level Of Service (BLOS). Data collection is done by survey and documentation. The results of the BLOS analysis that Monday, Saturday and Sunday BLOS value is "F" more than 5.5 means that the environment is not safe for bicycles except Sunday at 06.00-08.00 BLOS value is "D" means less environment for bicycles.
Analisis Simpang Bersinyal Pada Simpang 4 Jl. Siliwangi Kota Tasikmalaya Sholahudin, Farhan; Hendardi, Agi Rivi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2777

Abstract

Transportation problem is one of the problems that is faced in Tasikmalaya City especially at the intersection. Congestion problems and traffic conflicts often occur at a signal especially in intersection on Siliwangi road Tasikmalaya. One of the efforts made to reduce traffic conflicts and optimize the performance of the junction is by setting up the junction and optimizing the Simpang. The purpose of this research is to know the performance of intersection on Siliwangi road Tasikmalaya and provide recommendations for precise handling, as well as analyzing the traffic conflicts that occurred in the junction. The method used in the performance analysis of the junction signal is to use the calculations in the PKJI 2014, while for analysis of traffic conflicts used to determine the severity of the conflict at the intersection on Siliwangi road Tasikmalaya is using the method Traffic Conflict Technique (TCT). After analysis, the performance in the intersection on Siliwangi road Tasikmalaya Tasikmalaya has approached the critical number of the degree of saturation (DS) of 0.7 with level D. In addition to these problems, there is a traffic conflict crossing as many as 230 events (55%), merging as many as 145 events (35%) and diverging as many as 41 occurrences (10%). With the handling and recommendation of phase setting and cycle time setting, it is proven to suppress and minimize the decline of junction performance level to C level with the value of saturation of 0.58. This will also impact the reduction in the amount of traffic conflicts that occur.Keyword : intersection, traffic conflict, PKJI 2014, phase, cycle time
Studi Karakteristik Arus Lalulintas Simpang Tak Bersinyal Jalan Menur Pumpungan Surabaya Wibisono, R. Endro; Huda, Miftachul
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2844

Abstract

Phase determination and traffic control systems are usually more emphasized at locations where road intersections or intersections occur. Because at the meeting of two or more roads this results in a point of conflict that ultimately results in traffic jams. The purpose of this study is to overcome the traffic congestion on Jalan Menur Pumpungan required a good traffic regulation in terms of the level of service and safety for motorists. The method used unsigned intersection performance in this study refers to the source of the Indonesian Road Capacity Manual (MKJI 1997). The results of this study indicate the degree of saturation of the Menur Pumpungan Intersection in 2019 DS is 0.58. For forecasting the coming year in 2021 DS will be 0.75. While in 2031 DS 0.95. Level of service (Los) for each intersection in 2019 is DS = 0.58 and Los = C (Enough), in 2021 it is DS = 0.75 Los = C (Enough), while in 2031 it is DS = 1.211 and Los = D (Less).
Studi Teknis Dan Ekonomis Dimensi Konstruksi Kapal Kayu Berdasarkan BKI Aditya, Bagus Kusuma; Supomo, Heri; Ma'ruf, Buana
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2909

Abstract

Wooden ships are one of the non-steel ships that are widely available in Indonesian waters, which are built using conventional methods. In this study, a survey was conducted to determine the dimensions of the construction elements on the ship's kasko from the keel to the main deck, the price of wood materials and the construction process using interview and observation methods. Existing ship data is analyzed according to the 1996 BKI Rule on wooden ships to determine the level of comparison for each element of ship construction. Existing ship construction data based on regulatory analysis is modeled to get the optimum reductions of construction dimensions. Based on the results of the technical and economic analysis of the three vessels, it is known that the two existing ships have heavier construction than the calculation according to the BKI Rules. This is influenced by differences in ivory spacing, deck beam distance, outer shell thickness and deck thickness. The size of the construction dimensions is proportional to its economic value. Therefore, to determine the optimum level of reduction in construction dimensions, structural modeling is used. In the modeling that is done, it is found that the value of the reduction in construction dimensions is 10%, 20% and 30%. This reduction was carried out because the magnitude of the stress of the three ships according to the BKI Rules was still far below the limit allowed according to BKI 12,75 N/mm2. According to the results, the recommendation for the reduction in construction dimensions is up to 20%. The  30% reductions were not recommended because the stress value is over than the stress limit. The allowable stress is 12,75 N/mm2. Based on the data, it can be conclude that the economic value also can be reduced up to 20%.
Studi Daya Dukung Fondasi Tiang Pada Tanah Lempung Teguh Berdasarkan Pembebanan Kepala Tiang Dan Pergerakan Ujung Tiang Metode T-Z Firmansyah, Mochamad fikri firmansyah Fikri; Fausta, Rakha; Darjanto, Helmy
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2963

Abstract

Developments in the calculation of foundation planning today have produced many methods and formulas for calculating the bearing capacity of foundations, such as the T-Z method, the Tezaghi method, the Mayerhof method, the Tomlison method, and other methods. So the purpose of this study was to determine the bearing capacity from tip movement of the foundation of each load with the T-Z method. The T-Z method explains rationally the mechanism of load transfer using a load transfer function commonly called TZ. In this method the pile foundation will be divided into several segments and the transfer function on each side segment which is a function of the shear strength of the soil and the surface properties of the side pile. From the analysis results of the TZPILE application, the bearing capacity is due to the settlement. At a settlement of 0,0001m; 0.001m; 0.0015m; 0.0025m; and 0.005m get a bearing capacity of 4.31kN; 31.69 kN; 35.6 kN; 43.44 kN; and 60.10kN. And on the reduction of permits on the foundation that occurs according to SNI 8460 - 2017 is 25mm, so the analysis obtained 12mm which still meets the requirements, 12mm get a bearing capacity of 1200kN at the tip of the pile. At a load of 600 kn the head of the pile can be held at a depth 4 meters. And for the maximum bearing capacity of the 18 meter pole, it can whitstand a bearing capacity of 1200 kn.
Analisis Dan Evaluasi Sistem Drainase (Studi Kasus: Ruas Jl. Coklat, Kel. Bongkaran Kec. Pabean Cantikan, Kota Surabaya) Wicaksono, Dimas Priatmoko; Harijianto, Didik; Asid, Nurul Jannah
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.3103

Abstract

The city of Surabaya is one of the big cities in Indonesia. Like other cities, Surabaya also has problems, especially problems regarding flooding. The problem of flooding in the city of Surabaya can be classified into 2 (two). Namely, drainage problems due to natural factors and man-made. One of the roads that are still regularly flooded in Surabaya when it rains is Jalan Coklat. In this study the authors analyzed using secondary data from related agencies from field observations. These data include rainfall data, inundation data, tide data and dimensions of existing canals and other complementary structures. From these data, it can be obtained that the average rainfall value is 97.54 mm / day, the rain intensity is 214.88 mm / hour for the 10th period, while the Flood Debit Q Planning is 0.95 m3 / sec, and the discharge in the existing channel can be 0, 849 m3 / second. From the Tide Data, it is obtained that the peak of the tide is 150 cm high on December 13, 2016 and the lowest low tide is 130 cm on January 25, 2016. From the calculation and analysis results in the area that affects the occurrence of inundation is the channel dimension with Width: 50 x Height: 80 cm From the analysis of the calculation of the redesign using the box culvert, the dimensions of each box are obtained, namely the width of the box culvert: 80 x height: 100 x length: 120 cm for the 10th period with a capacity of 2.227 m3 / second. If the rainfall is high in the area and the water level in the Kalimas river is overflowing, the results of the analysis need to install a floodgate with the dimensions of the sluice gate Width: 60 x Height: 180 x Thickness: 1 cm so that when there is back water in the jl area . Brown floodgates function and when the rainfall is also high, the floodgates are already operating, so to reduce water puddles, it is necessary to use the help of a pump. From the analysis results, the pump capacity is 2.5 m3 / second.

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