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Analisis Potensi Pemanenan Air Hujan Dengan Teknik Rainwater Harvesting Untuk Kebutuhan Domestik Cut Suciatina Silvia; Meylis Safriani
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 4, No 1 (2018): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Gampong Leuhan is one of the areas in West Aceh district where most of the people still use ground water as a source of daily necessities. Some people have used artesian wells or drilled wells, but if we look at the cost of manufacture is very expensive. If more use of ground water from the drilling system, then will be inflict an impact of land subsidence. with these conditions, to overcome the problem of the need for clean water and lack of water for people's lives, it needs more effective and efficient system. One of proses is to make rainwater harvesting system from the rooftop of the building/housing by maximizing high rainfall. Field survey indicate building area in Gampong Leuhan already in good condition and livable with dominant house rooftop made of zinc, that this condition will be very maximum in rainwater harvesting process. The analysis of rain harvesting potential in Gampong Leuhan shows 887.892 liters/day, with average rainwater harvesting potential for each house is 862,031 liters/day. The ratio between the total amount of water harvested is 887.892 liters/day with the total use of water for the needs of the people of Gampong Leuhan amounted to 482.346,90 liters/day, indicates that with rainwater harvesting techniques will be sufficient and able to become one of the alternatives in the supply of clean water. Keywords: Clean water, Rainfall, Potential of rain water, Rainwater harvesting.

ANALYSIS OF STRUCTURAL BUILDING STRENGTH ASRAMA PUTRI ACEH BARAT WITH USE SEISMIC ISOLATION ON KOBE AND EL – CENTRO EARTHQUAKE Andi Yusra; Aulia Rahman; Fizarya Musliadi
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 1, No 1 (2015): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Perencanaan struktur bangunan di Indonesia harus dibuat dengan baik disebabkan karena sebagian besar wilayahnya memiliki tingkat kerawanan yang tinggi terhadap gempa. Salah satunya Provinsi Aceh yang berada pada daerah paling rawan gempa. Analisis dilakukan dengan tujuan mengevaluasi kinerja struktur terhadap perencanaan untuk menguji daya tahan sebuah gedung dengan cara menganalisis besarnya Displacement yang terjadi pada saat berlangsungnya gempa. Dengan menggunakan metode 3D nonlinear earthquake response analysis (Respon Spektrum) kita dapat mengetahui besarnya tingkat resiko yang akan dialami oleh gedung tersebut. Spektrum respons dipakai untuk menentukan gaya horizontal maupun simpangan struktur MDOF. Spektrum respons disajikan dalam bentuk grafik/plot antara periode getar struktur T. Respon-respon maksimum dapat berupa simpangan maksimum (spektrum displacement, SD) kecepatan maksimum (spektrum velocity, SV) atau percepatan maksimum (spectrum accelaration, SA) massa struktur. Analisis menggunakan metode 3D nonlinear earthquake response analysis (Respon Spektrum) ini sangat baik dilakukan pada gedung-gedung yang akan dibangun atau gedung-gedung yang sudah lama dan sudah terkena dampak bencana gempa di kawasan-kawasan yang rawan gempa seperti di Aceh, agar didapat bangunan yang aman, kuat, kokoh, dan tahan terhadap gempa. Dalam analisis ini gedung yang akan dilakukan analisis terhadap strukturnya adalah gedung Asrama Putri Aceh Barat, Komplek Asrama IPELMABAR, Lamreung Banda Aceh. Gedung tersebut telah di lakukan penambahan seismic isolasion dan membandingkan dengan gedung tanpa seismic isolasion terhadap gempa kobe dan el centro. Analisisya dilakukan menggunakan aplikasi STERA 3D .Perangkat lunak ini dikembangkan untuk menganalisis struktur bangunan terhadap gempa. Hasil dari analisis tersebut bahwa seismic isolasion dapat meredam getaran gempa yang di berikan sehingga seismic isolasion merupakan salah satu solusi untuk perencanaan bangunan tahan gempa.

PERFORMANCE ANALYSIS OF BUILDING STRUCTURE ASRAMA PUTRI ACEH WEST LOAD ON KOBE EARTHQUAKE Andi Yusra; Aulia Rahman
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 1, No 1 (2015): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Perencanaan struktur bangunan di Indonesia haruslah memiliki ketahanan yang baik dikarenakan sebagian besar wilayahnya memiliki tingkat kerawanan yang tinggi terhadap gempa.salah satunya Provinsi Aceh yang tergolong pada daerah paling rawan gempa, itulah sebabnya mengapa perencanaan struktur yang baik sangatlah di butuhkan. Analisis dilakukan dengan tujuan untuk mengevaluasi kinerja struktur terhadap perencanaan, dan membandingkan hasil analisis untuk menguji daya tahan sebuah gedung dengan cara menganalisis besarnya Displacement yang terjadi pada saat berlangsungnya gempa, dengan menggunakan metode 3D nonlinear earthquake response analysis (Respon Spektrum) dan metode 3D nonlinear static push-over analysis sebagai pembanding untuk mendapatkan hasil akurasi yang baik dengan tujuan untuk mengetahui besarnya tingkat resiko yang akan dialami oleh gedung tersebut. Dengan harapan nantinya setiap gedung yang akan dibangun atau gedung-gedung yang sudah lama dan sudah terkena dampak bencana gempa di kawasan-kawasan yang rawan gempa seperti di Aceh, juga dilakukan analisis terhadap struktur bangunannya agar didapat bangunan yang aman,kuat, kokoh, dan tahan terhadap gempa. Dalam analisis ini gedung yang akan penulis lakukan analisis terhadap strukturnya adalah gedung Asrama Putri Aceh Barat, Komplek Asrama IPELMABAR, Lamreung Banda Aceh. Gedung tersebut telah penulis lakukan desain ulang dari 3 lantai menjadi 4 lantai guna untuk memenuhi syarat Tugas Akhir Analisis gedung.Analisis yang akan penulis lakukan menggunakan aplikasi STERA 3D dimana Perangkat lunak ini dikembangkan untuk menganalisis struktur bangunan terhadap gempa. Mudah- mudahan dengan aplikasi ini nantinya penulis lebih mudah untuk melakukan analisis terhadap struktur gedung yang akan penulis lakukan analisis terhadap strukturnya. Kata Kunci : Analisis Struktur, Bangunan

KAJIAN SISTEM DRAINASE LAPANGAN SEPAK BOLA STADION MINI UNIVERSITAS ISLAM RIAU Yolly Adriati
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 3, No 2 (2017): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Stadium football field at the Islamic University of Riau Mini faced with the problem of water puddle when it rains due to the absence of drainage systems. Soccer field drainage plan aims to resolve the issue. UIR planned soccer field is equipped with an athletic track. Drainage system is planned to use drainage pipes with holes that are placed below the pore surface of the field. Soil structure on the soccer field is planned to use 3 pieces of layers, the layer of soil and manure, a layer of fine sand, and gravel layers with each layer thickness of 10 cm. From the analysis concluded that in order to drain the water due to rain at the Mini Stadium football field Riau Islamic University used 54 kinds of PVC drainage pipe Ø 4 "over 35 m. Long time to drain the water due to rain on the surface of a football field to the drainage pipe is 2.65 hours. To accommodate the runoff that occurs in the field area of 1.46 ha with a flow rate of 0.452 m3/det used an open channel with rectangular cross section with a channel width of 0.3 m, height 0.8 m channel along the circumference of the track athletic or 400 m. Keywords: Rainfall, Debit, Drainage.

TINGKAT LAYANAN DAN PERSEPSI MASYARAKAT TERHADAP ANGKUTAN UMUM DI KOTA MEULABOH Rita Fazlina
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 3, No 2 (2017): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Transport is the activity of moving goods from one place to another where the activities pertaining to the transportation system an important role for every region. Meulaboh City are in the growth stage due to high urbanization rate of rapid economic growth. This has implications for the needs of the population in making be increasing to any movement. Until now, the means of public transport of passengers that already exist in Meulaboh City only public transportation for students. The absence of public transport is a particular concern that needs to be analyzed the causes of the absence of mass public transportation in Meulaboh City, the analysis is based on public perception of the needs of urban public transport. To be able answering the problems of transport in The Meulaboh City,conducted research using descriptive Quantitative and Qualitative Methods. This method is based on the results of the questionnaire analysis, while qualitative methods will be used to reinforce the assumptions of the results of the data obtained. Units are observed as how the public perception ofurban transport, judging from public demand for urban transportation, thus having known the public perception, it can be formulated in a form of Transportation system desired by the people in Meulaboh and then determined the public transport development plans carried out by SWOT analysis to collecting internal and external factors related into the public transportation system in Meulaboh City. Keywords: Transport, Public transport urban, Level of Service, Transportation Need, Urban Communities, Planning Transportation Systems.

ANALISIS DAN EVALUASI DRAINASE KAWASAN PERUMAHAN BLANG BEURANDANG KABUPATEN ACEH BARAT Cut Suciatina Silvia; Dian Febtianti
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 5, No 1 (2019): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Many of the current drainage conditions have decreased in service functions. Some problems with decreasing drainage function are inadequate channel capacity, where the channel is unable to accommodate flood discharge when rainfall with high intensity.. One of the area that have problems from the drainage system is housing in Blang Beurandang I, West Aceh. With this condition, the purpose of this research is to identify the existing capacity conditions of existing channels, so that the real condition of the existing channel will be obtained. The results of the comparison between the flood discharge and the existing channel capacity obtained that there are 26 channel that are not able to accommodate the flood discharge plan that is channels43, 41, 20, 13, 14, 10, 25.11, 49.50, 26, 27, 52, 31, 5, 30, 53, 54, 2, 32, 36, 38, 40, 35, 39 and channel 42. This condition requires alternative handling so that the channel can accommodate the rain discharge with in enlarge the channel dimension. Channel planning consists of several sizes and dimensions with a budget of costs that is Rp. 736.218/000,-. The results of this study will also be a reference for the Village Government in planning the construction of drainage channels and the provide a budget as an effort to handle inundation and floods.

ANALISA PEMAKAIAN ALAT BERAT EXCAVATOR DENGAN STRAIGHT LINE DAN REDUCING CHARGE METHOD Tripoli, Bambang; Febrianti, Dian
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 4, No 2 (2018): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v4i2.1287

PT. Gramita Eka Saroja, which is engaged in providing construction services in Meulaboh, West Aceh Regency, has heavy equipment that requires initial investment and a significant operating cost. Technically the existing equipment can still be operated and be able to produce, but it is economically unprofitable. In the case of the issues raised by this study, it is closely related to the estimated cost of owning an excavator heavy equipment so that the company can overcome the problems related to the use of the tool by determining the depreciation and economic value of the tool.. Based on the explanation, the problem and the objective of this research are how much the cost of owning costs must be calculated as long as the equipment is operated from new (purchase) in 2007 to 2018 with the economic life of the excavator heavy equipment is 11 years of use, if it is considered depreciating based on the straight-line method and the depreciation method decreases every year. Based on the calculation of depreciation per year by the straight-line method of Rp. 38,636,364 per year, with working hours Rp. 100,000 per hour / year. In the method of a balanced reduction in depreciation in 2007 Rp. 100,413,223 and in 2018 amounting to Rp. 20,059,008, while the total value of the year produced Rp. 95,764,463 with a 2007 book value of Rp. 187,471,826 and in 2018 amounting to Rp. 8,705,860 with a book value (residual value per year) Rp. 100,413,223. Bank, insurance and tax interest rates are Rp. 18,953 per hour.?

ANALISIS SIMPANGAN ANTAR LANTAI PADA BANGUNAN MENGGUNAKAN BASE ISOLATOR DI WILAYAH GEMPA Muliadi Muliadi; Mochammad Afifuddin; Teuku Budi Aulia
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 3, No 4 (2017): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

The waste of used plastic bottles is the material that is widely found in the environment as waste of drinking water. The existence of this material used as a substitute for sand into a concrete mixture. The plastic bottle is further processed in certain way that it becomes fiber. The purpose of this research is to know the influence of the use of plastic material as a substitute of sand to the compressive strength of concrete. The benefits of this research can reduce the environmental impact on plastic bottles used as concrete mixtures. The research was conducted by laboratory experimental method to get the data followed by analysis to obtain the result of compressive strength. The aggregate used is crushed stone with a maximum aggregate diameter of 25 mm. The planned concrete quality of K-250 with Water Cement Ratio (FAS) is 0.60. The specimens used were cylinders with diameter 15 cm, H = 30 cm with total 24 pieces. This research was conducted to describe the development of compressive strength on concrete by using substitution (replacement) some sand with inorganic materials as much as 0.5%, 1%, 1.5%. As comparison made of normal specimens 0% (without plastic substitution). The compressive strength test was performed at 7 days and 28 days. The largest average compressive strength at the age of 7 days is on the use of 0% that is 15.396 MPa. Furthermore, for the age of 28 days has the largest average compressive strength of 20.592 MPa at a percentage of 0%. There was a decrease of concrete compressive strength with substitution testing of plastic materials of 0.5%, 1%, and 1.5% respectively. From the test results, the more percentage of substitution of plastic material added in the concrete mixture, the compressive strength decreased. Keywords : Anorganic, Compressive Strength, Normal Concrete

PENGARUH SUBTITUSI BAHAN ANORGANIK PLASTIK TERHADAP KUAT TEKAN BETON NORMAL Azwanda Azwanda; Samsunan Samsunan; Helba Destha Rangga
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 3, No 4 (2017): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

The waste of used plastic bottles is the material that is widely found in the environment as waste of drinking water. The existence of this material used as a substitute for sand into a concrete mixture. The plastic bottle is further processed in certain way that it becomes fiber. The purpose of this research is to know the influence of the use of plastic material as a substitute of sand to the compressive strength of concrete. The benefits of this research can reduce the environmental impact on plastic bottles used as concrete mixtures. The research was conducted by laboratory experimental method to get the data followed by analysis to obtain the result of compressive strength. The aggregate used is crushed stone with a maximum aggregate diameter of 25 mm. The planned concrete quality of K-250 with Water Cement Ratio (FAS) is 0.60. The specimens used were cylinders with diameter 15 cm, H = 30 cm with total 24 pieces. This research was conducted to describe the development of compressive strength on concrete by using substitution (replacement) some sand with inorganic materials as much as 0.5%, 1%, 1.5%. As comparison made of normal specimens 0% (without plastic substitution). The compressive strength test was performed at 7 days and 28 days. The largest average compressive strength at the age of 7 days is on the use of 0% that is 15.396 MPa. Furthermore, for the age of 28 days has the largest average compressive strength of 20.592 MPa at a percentage of 0%. There was a decrease of concrete compressive strength with substitution testing of plastic materials of 0.5%, 1%, and 1.5% respectively. From the test results, the more percentage of substitution of plastic material added in the concrete mixture, the compressive strength decreased. Keywords : Anorganic, Compressive Strength, Normal Concrete

Analisis Proporsi Bubur Kertas dan Pasir Terhadap Sifat Mekanis Beton Kertas (Papercrete) Desi Israini; Aulia Rahman
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 2, No 1 (2016): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Tujuan penelitian ini adalah untuk menganalisis proporsi bubur kertas dan pasir sehingga menghasilkan beton kertas yang memiliki kuat tarik belah dan kuat tarik lentur yang maksimal dan menghasilkan beton kertas yang lebih ringan. Komposisi beton kertas terdiri dari semen, air, bubur kertas, dan pasir. Campuran komposisi volume awal semen dan agregat adalah 1 : 2, dengan faktor air semen 0,25.Variasi penggunaan bubur kertas pada porsi agregat adalah 30%; 40%; 50%; 60% dan 70% yang akan dibandingkan dengan beton normal tanpa bubur kertas dan agregat kasar (beton normal pembanding). Benda uji yang digunakan pada penelitian ini adalah silinder berukuran 15 cm x 30 cm untuk pengujian kuat tarik belah dan balok berukuran 40cmx10cmx10cm untuk pengujian kuat tarik lentur. Hasil analisis data menunjukkan adanya pengaruh proporsi bubur kertas terhadap kuat tarik belah dan kuat tarik lentur betonkertas jika dibandingkan terhadap beton normal pembanding. Kuat tarik belah maksimal pada proporsi bubur kertas 40%, turun sebesar 33,235 % (21,254 kg/cm2) jika dibandingkan dengan kuat tarik beton normal pembanding sebesar 31,834 kg/cm2. Sedangkan untuk pengujian kuat tarik lentur, maksimal pada proporsi bubur kertas 30%, turun sebesar 31,774 % (47,025 kg/cm2) jika dibandingkan dengan kuat lentur beton normal pembanding sebesar 68,925 kg/cm2. Proporsi bubur kertas 30–40% memberikan kuat tarik belah dan kuat tarik lentur yang masih lebih rendah jika dibandingkan dengan beton normal pembanding.

Home Page

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Contact Name
Andrisman Satria

Contact Email
andrismansatria@utu.ac.id

Phone
+6285260758733

Journal Mail Official
jurnaltekniksipil@utu.ac.id

Editorial Address
Jl. Alue Peunyareng, Ujong Tanoh Darat, Meureubo, Kabupaten Aceh Barat, Aceh 23681

Location
Kab. aceh barat,

Aceh

INDONESIA

Abstract

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Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Andrisman Satria

Contact Email andrismansatria@utu.ac.id

Phone +6285260758733

Journal Mail Official jurnaltekniksipil@utu.ac.id

Editorial Address Jl. Alue Peunyareng, Ujong Tanoh Darat, Meureubo, Kabupaten Aceh Barat, Aceh 23681

Location Kab. aceh barat, Aceh INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Andrisman Satria

Contact Email
andrismansatria@utu.ac.id

Phone
+6285260758733

Journal Mail Official
jurnaltekniksipil@utu.ac.id

Editorial Address
Jl. Alue Peunyareng, Ujong Tanoh Darat, Meureubo, Kabupaten Aceh Barat, Aceh 23681

Location
Kab. aceh barat,

Aceh

INDONESIA