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INDONESIA
Rekayasa Sipil
Published by Universitas Brawijaya
ISSN : -     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
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Articles 10 Documents
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Search results for , issue "Vol 13, No 2 (2019)" : 10 Documents clear
ANALISIS KETERSEDIAAN AIR UNTUK MENDUKUNG KETAHANAN PANGAN DI KABUPATEN MALAKA, NUSA TENGGARA TIMUR Yulianingsani Yulianingsani; Haryono Putro
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.3

Abstract

The growth of population causes growth in food needs. It cause availability of agricultural land getting smaller. The purpose of this study is to know the carrying capacity of agricultural land and analize water availability to support food security in Malaka. Malaka is an export-oriented food storage area in the border region (LPBE-WP). Based on the result of analisys, carrying capacity of agricultural land in Malaka on 2020-2024 is σ < 1. It means this region cannot afford food self-sufficiency, population beyond the limits of optimal (over populated). To achieve food self-sufficiency requires 12.516 hectares area of agricultural land. Based on water surplus graphics, the availability of water building infrastructure in Malaka cannot fulfill agricultural water needs. The volume of storage needed to fulfill agricultural water need is 86,201 million cubic meters.
KAJIAN KEKUATAN STRUKTUR BANGUNAN REKLAME DI KOTA YOGYAKARTA Bambang Herumanta; Dian Sestining Ayu
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.8

Abstract

Seiring dengan adanya pasar bebas, semakin meningkatkan persaingan di dunia perekonomian, salah satunya di bidang perdagangan. Para pengusaha berusaha semaksimal mungkin untuk menjual produk – produknya agar dapat diterima oleh masyarakat, dengan cara menawarkan-nya baik itu dengan cara promosi langsung maupun dengan memasang iklan di media elektronik maupun di media cetak yang berupa gambar – gambar yang semenarik mungkin dan mudah diingat, hal ini juga banyak kita jumpai di fasilitas – fasilitas umum, salah satunya di jalan – jalan atau yang sering disebut reklame. Bangunan Reklame adalah reklame yang terdiri dari bidang reklame berikut komponen struktur yang memikulnya dan segala sesuatu yang terinstalasi pada bangunan tersebut.Pada kenyataan di lapangan masih banyak pemasangan serta penempatannya yang kurang sesuai dengan peraturan pemerintah, dan sering kali mengganggu pengguna jalan yang menimbulkan ketidak-nyamanan. Bahkan pada saathun dan angin kencang sering terjadi bangunan reklam roboh dan menimpa kendraan yang sedang lewat di dekat bangunan reklame.Penelitian ini bertujuan untuk melakukan perhitungan untuk memprediksi kekuatan struktur penyangga papan reklame dengan mempertimbangkan: dimensi papan reklame, dimensi tiang penyangga, ketinggian dan kecepatan angin. Studi kasus kecepatan angin diambil di Kota Yogyakarta selama 5 tahun terakhir. Pada penelitian ini dilakukan pengujian tarik kekuatan material tiang penyangga reklame dan perhitungan analitik papan reklame berukuran luas lebih dari 20 m2, dengan ukuran tiang diameter dan ketebalan yang disesuaikan dengan data konstruksi perusahaan advertising. Perhitungan analitik dilakukan terhadap tiang penyangga papan reklame dengan satu tiang penyangga. Pengujian laboratorium terhadap material Plat baja hitam dan galvanis yang banyak digunakan pada tiang papan reklame menunjukkan kekuatan luluh 303,92 MPa dan kekuatan maksimum 303,94 MPa. Hasil perhitungan menggunakan persamaan analitik yang telah dilakukan pada papan reklame dengan contoh  di Yogyakarta, diketahui bahwa papan reklame dengan ukuran 3x7 m2, 4x7 m2dan 4x10 m2 yang dibuat oleh perusahaan periklanan dinyatakan aman karena nilai tegangan kritis maksimum tidak melebihi tegangan yang diizinkan.
COMPARATIVE ANALYSIS OF STEEL REINFORCED AND BAMBOO REINFORCED BEAMS Abdourahim Jallow; Sri Murni Dewi; Ari Wibowo
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.4

Abstract

This research will seek to compare bamboo reinforced concrete beams and steel reinforced concrete beams experimentally. Special emphasis will be laid on how both sets of beams respond to nominal moments. The main aim is to find out the applicability of bamboo reinforced concrete beams against steel reinforced concrete beams in developing countries wherein bamboo is easily available as compared to steel reinforcement bars. The behaviors in terms of crack patterns will be also discussed including their stress and strain behaviors as well under the same kind of loading and with the same loads applied.Two (2) sets of beams were designed to investigate three (3) parameters namely; compressive strength on concrete, longitudinal reinforcement and transverse reinforcement. All beam cross-sections were maintained throughout the experiment as well as cross-section areas of rebars in each case. The shapes of the rebars were different; round in the case of steel and rectangular in bamboo. All bamboo rebars were treated with Sikadur to improve their bond strengths.The steel reinforced beams were reinforced with 2f10mm for compression bar and 3f10mm and 6f10mmfor tension bars, which correspond to longitudinal reinforcement ratio of 0.42%, 0.63% and 1.26% respectively. Whereas, the bamboo reinforced bars(rebars) used 2 bars 8x8 mm (for compression bar) and two cases of 3 bars and 6 bars of 8×8 mm (for tension bars) corresponding to longitudinal reinforcement ratio of 0.34%, 0.51% and 1.02% respectively.The spacing of the stirrups (6mm steel bars) were 150mm and 300mm for each case. The beams were also investigated for the effect of strengths of concrete of 20MPa and 30MPa.
Pengaruh Bukaan Separator Terhadap Kinerja Lalu Lintas di Jalan Perkotaan Louise Elizabeth Radjawane
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.9

Abstract

One of solutions to reduce traffic problems on Jl.AP.Pettarani is the separation of paths based on their functions (fast and slow lanes) or called separators. The purpose of this study is to determine the performance of traffic at the separator openings, the effect of the length of the separator openings on the degree of saturation and braid velocity at the separator openings. The performance of the separator openings based on IHCM 1997 on Jl. AP.Pettarani (direction of Sultan Alauddin - Tol Reformasi) during the morning and evening peak hours are seen in the Bina Marga segment separator openings with each degree of saturation values of 2,054 and 2,113, the opposite direction, Mitsubishi segment separator has the greatest degree of saturation at morning peak hour and in the afternoon, 1,893 and 1,980 respectively. The addition of the length of the separator opening results in better weaving performance and the weaving speed will increase. 
EVALUASI KONDISI KERUSAKAN BANGUNAN PENGENDALI LAHAR DI SUNGAI KRASAK Cahyo Dita Saputro
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.5

Abstract

The sabo dam located in the Krasak river area, which loads Mount Merapi eruptions, has been built more than 20 years old. This circumstance certainly affects the physical condition and function of the 23 sabos. Therefore, it is valuable to do a research which focuses on the damage sabo building to find out the necessary maintenance to take, so that the sabo building can be functioned properly. The method of the data collection is direct observation to the location. The results of the study indicate that 22 buildings are still in good category and 1 building is in a moderately damaged condition. 
ANALISIS POTENSI TINGKAT BENCANA BANJIR DAERAH ALIRAN SUNGAI WAY KURIPAN KOTA BANDAR LAMPUNG Ayudia Hardiyani Kiranaratri; Nirmawana Simarmata; Denny Hidayat
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.10

Abstract

Floods are always a problem, especially in residential areas. This is in line with the development of people's lives. The Way Kuripan River is a river that passes through several villages in the city of Bandar Lampung, which often overflows into community settlements if the rainy season arrives, especially in the Pesawahan, Kuripan and Karang Cities which are downstream from the river. Therefore, it is necessary to have an analysis to find out the river water level that passes through an area if the rainy season arrives whether or not it can be accommodated by the river body or not. Based on the survey in the field, it is known that the width of the Way Kuripan River is found in the Betung Hills, West Tanjung Karang District, which is 20 m and the depth of the river is 4.51 m. if the rainy season arrives, the upper reaches of the Way Kuripan River have a water level that is 0.5 m - 3.0793 m so that the depth of the river is still able to be accommodated by different river bodies with downstream rivers in Pesawahan and Karang Cities where due to sedimentation the depth of the river is only 2.78 m and the width of the river is 10 m, while during the rainy season the river water level reaches 0.5 - 5,216 m. so that the water that passes through is unable to be accommodated in the river body and overflows in the area.
MODEL ESTIMASI RISIKO PADA PROYEK INFRASTRUKTUR SKEMA KERJASAMA PEMERINTAH DAN SWASTA DENGAN PENDEKATAN FUZZY-DELPHI Moch Husnullah Pangeran
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.1

Abstract

The development of infrastructure under public-private partnerships (PPP) schemes is perceived having a relatively high level of risk. Its referring to the scale of investment which requires generated income to be spread over a long time of concession period. Hence, the success of PPP in infrastructure development can not be separated from the appropriate risks allocation to the involved parties that best able to bear the risks. As one of the key steps in risk management process, risk assessment will provides the profile of the risks identified more depth and specific, then allocated to the parties as the mechanism of risks response. This study develops a model based on fuzzy-delphi approach to facilitate a structured subjective judgement of risks in a PPP infrastructure project. The model was tested by taking the case study of 15 identified major risks in water supply project under PPP concession scheme in Indonesia. The testing and evaluation of the proposed model involves a number of officials and staff from related central government agencies as respondents. By applying Fuzzy-Delphi technique, the probability and impact value of 15 major risks were assessed and quantified. Criteria used for model evaluation are comprehensiveness, clarity, ability to apply in real projects, contribution to the better decision, and overall satisfaction. Evaluation result indicated that the developed model is acceptable according to appreciation and approvals from the respondents representing the parties that are most interested with the model implementation in the future.
ANALISIS RESOURCE LEVELING SUMBER DAYA ALAT MENGGUNAKAN METODE BURGESS Candra Yuliana; Retna Hapsari Kartadipura; Satria Wijaya
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.6

Abstract

Dalam mengalokasikan sumber daya diperlukan logika saling ketergantungan antar kegiatan dalam suatu proyek konstruksi. Semakin banyak kegiatan atau pekerjaan yang terdapat dalam suatu proyek maka semakin rumit pula pengalokasian sumber daya tersebut. Karena kerumitan tersebut, maka alokasi sumber daya yang direncanakan tidak terdistribusi secara ideal sehingga mengakibatkan alokasi sumber daya yang bersifat tidak tetap. Penelitian dilakukan pada dua proyek jalan yaitu pada proyek Jalan Kiram-Simpang 3 Tahura-Mandiangin dan Jalan Gunung Kupang-Kiram-Tambang Ulang, dengan pembahasan khusus pada sumber daya alat. Pemanfaatan alat berat pada suatu proyek konstruksi dapat memberi insentif pada efisiensi dan efektifitas pada tahap pelaksanaan maupun hasil yang dicapai maka  diperlukan upaya penelitian dengan menerapkan perataan sumber daya (resource leveling) peralatan menggunakan metode burgess terhadap dua proyek sekaligus. Setelah dilakukan resource leveling pada aktifitas-aktifitas non kritis ,penggunaan alat dan biaya langsung perminggu lebih stabil. Penundaan sebanyak 4 minggu pada pekerjaan pasangan batu dengan mortar pada proyek 2, dan penundaan sebanyak 7 minggu pada pekerjaan pasangan batu dengan mortar pada proyek 1.
EVALUASI STANDAR PELAYANAN MINIMUM DAN TINGKAT KEPUASAN PENUMPANG DI TERMINAL ANGKUTAN UMUM TAWANG ALUN JEMBER Kevin Muzammil; Dewi Junita Koesoemawati; Willy Kriswardhana
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.2

Abstract

Terminal Tawang Alun Jember merupakan Terminal Penumpang Tipe A yaitu terminal yang berfungsi untuk melayani transportasi umum baik skala nasional maupun skala internasional. Tujuan penelitian ini adalah untuk mengetahui kepuasan dan harapan dari pengguna jasa terhadap fasilitas dan pelayanan dengan melihat kelengkapan fasilitas di terminal Tawang Alun berdasarkan Peraturan Menteri Nomor 40 Tahun 2015. Evaluasi tingkat kepuasan pelanggan menggunakan acuan berdasarkan Peraturan Menteri Pendayagunaan Aparatur Negara Dan Reformasi Birokrasi Republik Indonesia Nomor 14 Tahun 2017 khususnya mengenai fasilitas utama maupun fasilitas penunjang. Adapun analisis tingkat kepuasan menggunakan metode IPA (Importance Performance Analysis). Berdasarkan hasil pengamatan, tingkat pelayanan adalah sebesar 50,00% dimana Terminal Tawang Alun memenuhi 28 indikator dari total 56 indikator yang terdapat dalam  Peraturan Menteri Nomor 40 Tahun 2015. Tingkat kepuasan dengan melihat unsur pelayanan di Terminal Tawang Alun bernilai 51,31 yang masuk dalam kategori nilai D (Tidak Baik). Nilai tingkat kepuasan digambarkan dalam diagram kartesius yang menunjukkan prioritas utama untuk peningkatan pelayanan adalah pelayanan kelengkapan informasi jadwal keberangkatan bus pada ruang tunggu, tersedia media layanan pengaduan, ketersediaan fasilitas khusus dan toilet khusus penyandang difabel & lansia,  ketersediaan fasilitas khusus ruang ibu menyusui dan tersedia informasi pelayanan yang lengkap. 
ANALISA PERUBAHAN GARIS PANTAI AKIBAT BANGUNAN PENGAMAN PANTAI (GROIN) DI PANTAI SALIDO PESISIR SELATAN SUMATERA BARAT Hamidi, Wazer El; Junaidi, Junaidi; Junaidi, Ahmad; Hakam, Abdul
Rekayasa Sipil Vol 13, No 2 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.02.7

Abstract

In 2015, the government, through the Regional Office V Sumatra River, building groynes and jetties to maintain of the Salido coastline. But development is limited to the Salido coastline, while Salido position is the one with the coastline of Sago which is located in the northwest. So, the author is interested to research whether the construction of groynes have an impact on areas that are not built and whether the groynes effective to deal with the instability of the coastline, by simulating changes in the coastline in the next 10 years. The study results also show that the groynes is effective in maintaining the stability of the Salido coastline. While the impact of groynes in areas not built is abrasion on the downstream side of the last groyne bordering the Sago coastline ± 78 meters, and the deterioration of the coastline ± 18 meters by simulating 10 years into the future. After the construction of groynes, Sago beach will no longer accreting or abrasion (accretion occurs earlier). Abrasion on the downstream side of last groins are likely to increase so that development needs to be done along the Sago shoreline.

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