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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 181 Documents
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ANALISIS PERPINDAHAN LATERAL STRUKTUR BETON BERTULANG PADA BANGUNAN BERTINGKAT BERATURAN DAN KETIDAK BERATURAN HORIZONTAL Simamora, Jawarta; Wibowo, Leonardus Setia Budi; Purwanto, Didik; Ray, Norman
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3, No 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2436

Abstract

The effect of earthquake forces on buildings will certainly be different if applied to regular and irregular buildings. The performance of structures produced in irregular buildings will be different from the performance of irregular building structures for the same load intensity. In the earthquake resistant structure planning regulations, SNI 1726-2012 concerning structural irregularities. Where in this regulation there are two types of structural irregularities namely horizontal structural irregularities and vertical structural irregularities which are then subdivided into several types of irregularity. The study was carried out to compare the results of building structure performance with horizontal irregularity compared to regular buildings as seen from displacement, drift ratio, base shear, performance level based on ATC-40, differences in reinforcement weight. This research resulted in the largest displacement for the x-direction, namely the type A irregular building where it experiences a deviation of 0,49 m difference and for the y-direction of 0,44 m in the type A irregular building Type A. The biggest drift ratio of the x-direction and direction y is a Type B irregular building that is equal to 0,64 m for the x-direction and 0.57 m for the y-direction. The largest base shear occurs in regular buildings with Type B irregular buildings at 16.34%. the level of performance based on ATC-40 for all building models is immidiate occupancy, the biggest reinforcement need is the irregular building model B with a percentage difference of 11,20%.
ANALISIS SIMPANGAN PADA PORTAL TERBUKA DAN PORTAL TERTUTUP PADA BANGUNAN BERTINGKAT BETON BERTULANG Desnalia, Desnalia lia; Wibowo, Leonardus Setia Budi; Purwanto, Didik; Ray, Norman
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3, No 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2437

Abstract

In designing structures such as portals, planning generally does not take into account filler components such as bricks as structural components, only considered non-structural components / flat sharing loads. In fact, the infill wall is composed of bricks with mortars which have a certain strength and rigidity. As a result, when an earthquake occurs, the most damage is to buildings with brick infill walls In this study, two types of high-level building floors were made, namely 5 floors and 10 floors with 2 structural models of each level, namely the open and closed portal structure models that function as hotels using soft soil types in the Padang area, so the total structure model 2 structural models will be analyzed. The thickness of the wall is assumed to be an arrangement of half-brick walls with three barriers and four barriers. In the analysis of the brick wall structure is modeled as a diagonal compressed bracing equivalent to a brick wall (full brick) and then compared to a brick wall which is considered a flat sharing dead load (open portal). To analyze the behavior of this multi-story building structure, a Non-Linear (Pushover) static analysis will be carried out with the SAP 2000 assistance program. The results of the study showed the influence of strength and stiffness of the brick wall for the 5-way portal x was obtained by 71%, for the Y direction by 65%, while the 10-floor portal for x direction obtained the value of the brick wall stiffness by 58%, Y direction by 48%, and for portal 15 floors obtained strength and stiffness value of X direction by 52%, and for Y direction by 41%. The results of the study also showed that the structure of a closed portal with a brick wall has a better structural behavior compared to an open frame portal structure, this is indicated in the deviation value, a closed portal structure has a smaller value than an open portal structure. From the comparison of closed portal structures with brick walls, it can be concluded that the value of the rigidity of a structure is influenced by the span length and thickness of the brick wall. The bigger and thicker the dimensions of the brick wall, the greater the strength and stiffness values affect a reinforced concrete structure. This can be seen in the results of the ATC-40 pushover curve value, the value of the X direction brick wall with a span length of 5 m is greater than the value of the Y direction brick wall with a span length of 4 m.
PENGGUNAAN METODE NILAI HASIL (EARNED VALUE ANALYSIS) TERHADAP BIAYA DAN WAKTU PADA PROYEK KONSTRUKSI BANGUNAN PERUMAHAN (STUDI KASUS PROYEK KONSTRUKSI BANGUNAN PERUMAHAN PT. GRAHA PRAJA KENCANA DI DESA CEGUK KECAMATAN TLANAKAN KABUPATEN PAMEKASAN) Asmaroni, Dedy; Setiawan, Aldi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3, No 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2439

Abstract

In a construction project there are various stages related to construction management, in which there are various problems regarding the management of costs and time off work so that in its implementation we need a system for cost management and time management so that in its implementation, the project can be completed on time as planned and the costs incurred according to the needs of the project being worked on. In writing this article the main study is, how is the project performance in terms of cost and time, how is the application of EVA (Earned Value Analysis) to predict the costs and the final time of completion of the project, are there any advantages or disadvantages that may occur in the completion of a construction project PT Graha Praja Kencana Residential Building in Ceguk Village, Tlanakan District, Pamekasan Regency? To answer this problem, a qualitative approach with a descriptive type was conducted. Sources of data obtained through interviews, observations, and documentation with respondents, namely consultants, contractors, and the Director of PT Graha Praja Kencana. From the results of data analysis, it can be concluded that shows that the costs incurred are lower than the planned budget, the time of project implementation according to the schedule from the initial planning, the costs incurred every week from week 1 to week 9 experienced a very significant increase, and the profits obtained by the contractor until the end of the project starting from the first week to the 9th week of Rp. Rp. 8,978,737.20.
ANALISIS KAPASITAS SALURAN SISTEM DRAINASE DI SIMO KATRUNGAN KIDUL SAWAHAN SURABAYA Nusantara, Danayanti Azmi Dewi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3, No 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2338

Abstract

Sawahan is a densely populated sub-district located in the city of Surabaya with a population density which until 2017 reached 215,024 people as a result of a wide and deep drainage channel which became narrow and shallow as more and more settlements developed. And when the rainy season comes, the drainage channel in the Banyu Urip (Simo Katrungan Kidul) area of Surabaya is unable to collect rainwater, causing water overflow in the drainage and flood channels. Heavy rain for more than 1.5 hours and hit Simokatrungan area can cause inundation up to 500 meters inundated. The deepest puddles reach the knees of adults or about 60 cm. The purpose of this study is how to calculate flood discharge and channel dimension planning for the next 2022 planning year. The methods used are hydrological analysis, Existing channel analysis, flood discharge analysis for the next 2 years (2022), and channel capacity for 2022.Based on capacity analysis Secondary Channel Simo Katrungan Kidul Eastern Section is 0.003 m3 / s, while the existing design debit is 0.126 m3 / s, the channel cannot accept the design debit. So the dimensions for this channel are planned to form trapezoidal b1 = 1.3 m. b2 = 1.8 m, h = 1 m. The Northern Tertiary Simo Katrungan Kidul channel capacity is 0.031 m3 / sec, while the existing design discharge is 0.096 m3 / sec. So that the dimensions for this channel are planned to form trapezoid b1 = 1.6 m, b2 = 2.2 m, h = 1.2 m. Simo Katrungan North Section Secondary channel capacity is 0.002 m3 / sec, while the existing design discharge is 0.360 m3 / sec. So that the dimensions for this channel are planned to form trapezoid b1 = 1.6 m, b2 = 2.2 m, h = 1.2 m.
PENINGKATAN KESELAMATAN PADA SIMPANG DENGAN MENERAPKAN RHK SEPEDA MOTOR (STUDI KASUS SIMPANG EMPAT BERSINYAL SRIKANDI DI KABUPATEN PASURUAN) Suryoatmojo, Yordan
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3, No 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2440

Abstract

Pasuruan Regency is one of the regions in Indonesia which is precisely located in the province of East Java. With a very rapid economic development will certainly affect the flow of traffic, especially at the intersection. One of the most populous intersections is the Srikandi Four Intersection which is located in Pandaan District. To improve safety at an intersection, traffic management is necessary. This study aims to analyze the performance of the intersection by using the MKJI calculation and calculate the area of the Special Stop Room (RHK) of a motorcycle that refers to the Guidelines for Designing Motorcycle RHK at a Signed Intersection in the Urban Area planned on Jalan R.A. Kartini and Jalan A. Yani. The method used to plan the RHK of this motorcycle uses quantitative descriptive methods and qualitative descriptive methods. Intersection performance results obtained from calculations for the existing conditions of the North approach capacity (Jalan Urip Sumoharjo) 252 pcu / hour, queue length 131 m, degree of saturation of 0.85. Eastern approach capacity (Jalan Pahlawan Sunaryo) 265 pcu / hour, queue length 146 m, degree of saturation 0,85. South approach capacity (Jalan R.A. Kartini) 579 pcu / hour, queue length 134 m, degree of saturation of 0.85. The Western approach capacity (Jalan A. Yani) is 730 pcu / hour, the queue length is 104 m, the degree of saturation is 0.85, while the average delay is 59.10 seconds / pcu. From the performance analysis of the intersection, the length of the RHK motorcycle for the R.A. Kartini is 11.5 meters long, while for Jalan A. Yani it is 10.3 meters long.
HUBUNGAN SIKAP PEKERJA YANG TERKAIT DENGAN PENERAPAN PROGRAM KESELAMATAN DAN KESEHATAN KERJA (K3) TERHADAP KOMITMEN PEKERJA (STUDI KASUS: PT. ALKONUSA TEKNIK INTI SURABAYA) Cahyono, Panca Adi; Santosa, Rooslan Edy
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3, No 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2388

Abstract

Accidents in the workplace are cases that are no longer a secret. It can happen because of the limied work scurity facilities as well as the weakness of understanding the principle factors that need to be implemented by company. The philosphy of Occupational Health and Safety (OHS) is every worker has the right to the protection of a comfortable work life, Management and employees still do not understand it. They need to understand OHS. This research aimed to examine and analyze the relationship of employee attitudes about implementing OHS programs to the commitment of workers at PT. Alkonusa Teknik Inti. Conducting commitment means that carry out obligations, responsibilities, and promises. Thus, workers must carry out what has been promised to their company. One of them is to comply the company regulations. Data collection technique used questionnaire. The respondents were 30 workers in PT. Alkonusa Teknik Inti. It was purposive sampling. It used validity, reliability, normality and liniearity. The result showed that there was a significant influence to the commitment of workers in the field related to the OHS implementation in PT. Alkonusa Teknik Inti.
ANALISIS DAMPAK LALU LINTAS PEMBANGUNAN APARTEMEN HUNDRED RESIDENCE JL. RAYA GUBENG KOTA SURABAYA Adiputro, Sapto; Santosa, Rudy
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3, No 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2482

Abstract

The construction of Hundred Residence Apartment Jl. Raya Gubeng No. 102-106, Surabaya will provide an additional volume of traffic that burdens the streets around Jl. Raya Gubeng. Referring to these conditions, this final project research aims to explain about how the performance of the affected road for existing conditions, then due to the generation of Hundred Residence Apartments within the period of the plan and provide advice related to traffic management and engineering to minimize the occurrence of decreased service levels and performance intersections in the area around development. This thesis research uses quantitative and qualitative descriptive methods that refer to the 1997 Indonesian Road Capacity Manual (MKJI). From the results of the analysis it is concluded that the worst performance that ranks first is at the intersection of Jl. Pandegiling - Jl. Dinoyo - Jl. Keputran - Jl. Sulawesi. The existing conditions in 2019 have shown poor performance with the value of LOS E at peak hours in the afternoon and the average deviation delay value of 53.71 seconds / smp, then the analysis of conditions in the predicted year of 2026 shows a declining performance with LOS values F at the peak hour of the afternoon and the average intersection delay value of 178.92 seconds / junior high. This should be a concern so that later the existence of apartments does not add a negative impact on the performance of traffic around the development area. For this reason, traffic management and engineering needs to be done both inside and outside the apartment area to anticipate problems that are expected to emerge.
Perbandingan Ketahanan Gempa SNI 03-1726-2002 & SNI 03-1726-2012 Pada Perencanaan Bangunan Gedung Di Kota Aceh Hastono, Budi; Syamsudin, Ryan
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 1 No 1: March 2018
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v1i1.799

Abstract

Sejarah pedoman perencanaan struktur beton bertulang untuk bangunan gedung di Indonesia terus berkembang, yang pertama PBI’ 71, kemudian diperbarui SK-SNI T-15-1991-03, diperbaruhi SNI 03-2847-2002. Pada saat ini telah diterbitkan pedoman edisi terbaru yaitu SNI 03-2847-2013. Untuk pedoman perencanaan ketahanan gempa juga mengalami pembaharuan, yang telah lama digunakan adalah SNI 03-1726-2002, dan untuk saat ini telah juga terbit edisi terbaru SNI 03-1726-2012. Terkait dengan perkembangan pedoman perencaaan tersebut tentunya terdapat beberapa perubahan-perubahan atau penyederhanaan dalam perencanaan yang perlu untuk diketahui, khususnya yang terjadi pada ketahan gempa. Metode perencanaan diaplikasikan pada bangunan gedung 3 lantai yang terdapat di kota aceh dengan sistem Struktur Rangka Pemikul Momen Khusus (SRPMK) berpedoman pada SNI 03-2847-2013, untuk perencanaan ketahanan gempa dengan menggunakan 2 pedoman yaitu SNI 03-1726-2002 dan SNI 03-1726-2012. Pedoman SNI 03-1726-2002 menghasilkan faktor percepatan respon (C) gempa maksimum 0.83 terjadi pada waktu getar alami 0,2 detik dan beban gaya geser static ekuivalen akibat pengaruh gempa rencana (V) 10.518 kgf pada arah X dan 19.515 kgf pada arah Y. Pedoman SNI 03-1726-2012 menghasilkan faktor percepatan respon (SA) gempa maksimum 0.9 terjadi pada waktu getar alami 0,143 detik dan beban gaya geser static ekuivalen akibat pengaruh gempa rencana (V) 12,129 kgf pada arah X dan 22,483 kgf pada arah Y. Hasil perbandingan perhitungannya adalah nilai respon spektrum SNI 03-1726-2012 lebih besar 8,5 % dari SNI 03-1726-2002 dan untuk statik ekuivalen SNI 2012 lebih besar 14 % dari SNI 2002, sehingga berpengaruh momen yang bekerja pada balok yang menyebabkan perbedaan dimensi dan kebutuhan tulangannya, dan dari hasil perhitungannya SNI 2012 lebih besar 3% dari SNI 2002 namun pada gaya aksial yang bekerja pada kolom dan pondasi nilainya sama pada masing-masing sni, sehingga design dan perhitungannya sama.
Pengaruh Variasi Komposisi Campuran Mortar Terhadap Kuat Tekan Zuraidah, Safrin; Hastono, Budi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 1 No 1: March 2018
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v1i1.801

Abstract

Di Indonesia khususnya penggunaan mortar sudah sangat populer. Dimana dalam membangun sebuah konstruksi beton, mortar selalu digunakan sebagai bagian dari sebuah konstruksi. Tetapi proses pembuatan campuran mortar terkadang masyarakat kurang benar dalam membuat campuran jika ditinjau dari segi ekonomis dan kualitasnya. Berdasarkan uraian tersebut, maka penulis tertarik untuk mengadakan penelitian pengaruh variasi komposisi campuran mortar terhadap kuat tekan, dengan dua sampel jenis semen. Mortar menggunakan mortar dari Semen Gresik dan dari Semen Holcim tanpa bahan tambahan lain. penelitian menunjukan bahwa semakin bertambahnya komposisi pasir  maka kuat tekan mortar semakin menurun. Dimana kuat tekan mortar pada umur 28 hari untuk variasi komposisi campuran dengan menggunakan Semen Gresik  1:4 sebesar 9,5 Mpa; 1:5 sebesar 11,68 Mpa; 1:6 sebesar 7,86 Mpa dan 1:7 sebesar 5,31.sedangkan nilai kuat tekan untuk mortar yang menggunakan Semen Holcim berturut sebesar 13,38 Mpa; 12,95 Mpa; 7,65 Mpa dan 3,19 Mpa. Hasil resapan air pada mortar dengan menambahkan jumlah pasir akan mengakibatkan semakin besar nilai penurunan kuat tekan masing –masing variasi mortar.Sehingga campuran plesteran dinding atau spesi untuk merekatkan keramik lantai dan dinding bangunan sederhana mortar yang direkomendasikan adalah komposisi campuran dengan perbandingan semen:pasir 1:5 untuk Semen Gresik dan 1:4 dan 1:5 untuk Semen Holcim.
Analisis Kapasitas Saluran Drainase Pada Saluran Primer Medokan-Semampir Surabaya Harmani, Evy; Wiyono, Wiyono
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 1 No 1: March 2018
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v1i1.804

Abstract

Pertumbuhan penduduk Kota Surabaya yang tinggi mengakibatkan banyak lahan dijadikan tempat tinggal atau lokasi pemukiman bagi masyarakat sehingga terjadi perubahan tata guna lahan. Lahan persawahan telah berubah menjadi pemukiman sehingga mengakibatkan lahan untuk resapan air semakin mengecil dan koefisien pengaliran semakin membesar. Daerah Medokan Semampir adalah satu kawasan yang terkena dampak dari perubahan tersebut. Berdasarkan permasalahan tersebut, maka dilakukanlah studi analisis kapasitas saluran drainase di Medokan-Semampir Surabaya. Pada studi analisis ini dimaksudkan untuk mengetahui apakah saluran drainase Medokan-Semampir Surabaya masih bisa menampung debit air hujan yang terjadi setelah terjadi perubahan tata guna lahan yang berakibat koefisien pengaliran semakin membesar. Dengan menggunakan periode ulang hujan 1.2, 2, 5 dan 10 tahunan dan dengan cara meninjau disetiap segmen aliran untuk mengetahui koefisien pengalirannya maka didapatkan hasil pada hujan dengan periode ulang 1,2 tahun pada segmen 3, segmen 8, segmen 9 dan segmen 10 mengalami luapan. Dan dengan hujan periode ulang 2, 5 dan 10 tahun pada segmen 3, segmen 4, segmen 8, segmen 9 dan segmen 10 mengalami luapan. Saluran yang mengalami luapan tersebut bisa dilakukan pelebaran saluran atau memperdalam saluran agar kapasitas saluran bertambah dan saluran bisa berfungsi sebagai mana mestinya

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