103 10 2068 Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Nurisra, Nurisra; Staf Pengajar Jurusan Teknik Sipil Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2013-01-01 Description An account of the resource Abstract: Contractors need to understand the components and factors that can affect the cost of field overhead in accordance with the type of construction work to be carried out. Ccontractors perceiption will influence in determining the appropriate mechanism to estimate and allocate sufficient funds for field overhead cost. This study aimed to identify the components of the field overhead cost and the factors that affect the cost of field overhead  on building construction projects, especially in the city of Banda Aceh. The study was conducted by distributing questionnaires to 33 respondents representing contractors in Banda Aceh who have worked on building construction projects during fiscal year 2006-2011. The research concludes that the components of the field overhead cost consists of supervision and field staff, field office administration, construction, and temporary facilities, transportation, consumption, security, safety, quality control and testing. Factors that highly influence the field overhead cost are project location, duration and schedule of the project, size of project and the availability of funds contractor.Keywords : components, factors, field overhead costAbstrak: Kontraktor perlu memahami komponen dan faktor  yang dapat mempengaruhi biaya overhead di lapangan sesuai dengan jenis pekerjaan konstruksi yang akan dilaksanakan. Pemahaman kontraktor tersebut akan sangat berpengaruh dalam menentukan mekanisme yang tepat untuk mengestimasi dan mengalokasikan dana untuk mencukupi kebutuhan biaya overhead di lapangan.  Penelitian ini bertujuan untuk mengidentifikasi komponen-komponen biaya overhead lapangan dan faktor-faktor yang mempengaruhi biaya overhead lapangan pada proyek konstruksi gedung terutama di Kota Banda Aceh. Penelitian dilakukan dengan menyebarkan kuisioner kepada 33 responden yang mewakili perusahaan kontraktor di Banda Aceh yang pernah mengerjakan proyek konstruksi gedung pada tahun anggaran 2006–2011. Hasil penelitian menyimpulkan bahwa komponen biaya overhead lapangan terdiri dari biaya pengawasan dan staf lapangan, administrasi kantor lapangan, konstruksi dan fasilitas sementara, transportasi, konsumsi, keamanan, keselamatan kerja, kontrol kualitas dan pengujian. Faktor –faktor yang sangat berpengaruh terhadap biaya overhead lapangan adalah lokasi proyek, durasi dan jadwal proyek, ukuran proyek dan ketersediaan dana kontraktorKata kunci : komponen, faktor, biaya overhead  lapangan Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/1025 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/1025/966 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 2 (2013): Volume 2, Nomor 2, januari 2013; 165 - 172 2088-9321 Title A name given to the resource KAJIAN BIAYA OVERHEAD PADA PELAKSANAAN PROYEK GEDUNG DI BANDA ACEH Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Saleh, Sofyan M.; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Fadhly, Noer; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Faisal, Ruhdi; Alumni Jurusan Teknik Sipil Fakultas Teknik Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-05-01 Description An account of the resource Abstract: BPKP intersection is located in Banda Aceh City. This intersection was modified from three approaches between T.P. Nyak Makam Street and T. Iskandar Street, to be four approaches intersection.  The new approaches is connected T.P. Nyak Makam Street to B. Aceh – Medan National road after finishing Santan Bridge. The objective of this study is to analyze the performance of four approaches junction with traffic signal. Video Camera was installed in the data collection then analyze with Indonesian Highway Capacity Manual (IHCM, 1997) and the result would be come out in graphs and tables. The result showed that at peak hour and the highest flow are from the North approaceh, South approaches, east approach, and West approache consecutively; 810 pcu/hour, 571 pcu/hour, 797 pcu/hour, and 870 pcu/hour. Meanwhile the capacity for the existing condtion for those four approaches are consecutively; 596 pcu/hr, 766 pcu/hr, 770 pcu/hr, and 557 pcu/hr. From these data of the existing condition then can be found that the average degree of saturation (DS) is 1,18 and average delay is 402,6 sec/pcu, with cyclus time 89 second. After adjusting the geometric of junction, the performance is getting better with increase in capacity all approaches namely; the North approaceh tobe 1093 pcu/hr, South approaches 771 pcu/hr, East approach 1076 pcu/hr, and West approache 1174 pcu/hr. The average DS for all approach become lower to 0,74, and the average delays to be 24,4 sec/pcu. After predicting 5 years later with average traffic grouth of 17,5% per year, so DS will be 1,66, it means that need to be evaluated.Keywords : Flow, capacity, degree of saturation, delay, cyclus time.Abstrak: Simpang BPKP terletak di Kota Banda Aceh, sebelumnya merupakan simpang berlengan tiga antara jalan T. P. Nyak Makam dengan jalan T. Iskandar. Setelah dibangunnya Jembatan Santan yang merupakan terusan jalan T. P. Nyak Makam menuju jalan Nasional B. Aceh – Medan di Desa Meunasah Manyang Aceh Besar, maka Simpang BPKP menjadi simpang berlengan empat. Penelitian ini bertujuan untuk menganalisa kinerja simpang berlengan empat yang diatur dengan sinyal lalu lintas. Pengumpulan data  dilakukan dengan menggunakan kamera video yang kemudian diolah menggunakan metode MKJI 1997 dan hasil yang didapat dalam bentuk tabel dan grafik. Hasil perhitungan jam puncak dengan arus tertinggi diperoleh pada lengan Utara, Selatan, Timur dan Barat masing-masing sebesar 810 smp/jam, 571 smp/jam, 797 smp/jam dan 870 smp/jam. Nilai kapasitas kondisi eksisting pada lengan Utara, Selatan, Timur dan Barat masing-masing sebesar 596 smp/jam, 766 smp/jam, 770 smp/jam dan 557 smp/jam. Nilai derajat kejenuhan rata-rata pada kondisi eksisting sebesar 1,18. Nilai tundaan rata-rata sebesar 402,6 det/smp. Waktu siklus eksisting yang disesuaikan sebesar 89 detik. Setelah dilakukan analisis dengan perubahan geometrik, kinerja simpang menjadi lebih baik ditandai dengan nilai kapasitas pada lengan Utara, Selatan, Timur dan Barat masing-masing sebesar 1093 smp/jam, 771 smp/jam, 1076 smp/jam dan 1174 smp/jam. Nilai derajat kejenuhan pada lengan Utara, Selatan, Timur dan Barat masing-masing sebesar 0,74. Nilai tundaan rata-rata sebesar 24,4 det/smp. Apabila diprediksi pertumbuhan kendaraan pertahun 17,5 %, maka untuk 5 tahun mendatang diprediksi simpang dengan perubahan geometrik memiliki nilai DS sebesar 1,66 untuk setiap lengan-lengan simpang.Kata kunci : arus lalu lintas, kapasitas, derajat kejenuhan, tundaan, waktu siklus. Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/882 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/882/819 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 3 (2012): Volume 1, Nomor 2, Mei 2012; 323 - 332 2088-9321 Title A name given to the resource ANALISIS KINERJA SIMPANG BERSINYAL DAN BERLENGAN EMPAT (STUDI KASUS SIMPANG BPKP, BANDA ACEH) Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Afifuddin, Mochammad; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Huzaim, Huzaim; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Ikmal, Teuku; Alumni Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-01-01 Description An account of the resource Abstract: The objective of this study is to see the effect of crack which is mention with the stiff­ness modification factor either for flexural stiffeness or torsion stiffener on behalf of section area, flexural moment, torsion moment, and shear forces. Effect of crack was analyzed on 15 main beams which is maximum and calculated on 2 Option, which is: Option 1: modification flex­ural stiffness value (I) and poisson ratio (v) based on SNI 03-2847-2002 method, and Op­tion 2: modification flexural stiffness value (I), torsion stiffeness (J) and piosson ration (v) based on Prof. Wiratman Wangsadinata method. The result for Option 1 shows greater result com­pare to the complete one. On the other hand, the result for Option II shows smaller result com­pare to the complete one. Torsion stiffness value was taken based on the need. It has been found that design building on structural element with effect of crack has been affected by the cho­sen flexural stiffness modification factor, torsion stiffness, and poisons ratio. The correct cho­sen of modification factor very important because will give affected to carry loading pat­tern by structural element on flexural, shear, torsion, or combination between them.Keywords : Flexural Stiffness Modification Factor, torsion stiffness, and poisson ratioAbstrak: Tinjauan ini bertujuan untuk melihat pengaruh retak yang dinyatakan dengan faktor modifikasi kekakuan baik kekakuan lentur maupun kekakuan puntir terhadap luas penampang, momen lentur, momen puntir dan gaya geser. Analisis pengaruh retak terhadap elemen struktur dilakukan terhadap 15 balok induk yang maksimum dan dihitung dalam 2 opsi yaitu Opsi 1: Modifikasi nilai kekakuan lentur (I) dan rasio poisson (v) menurut metode SNI 03-2847-2002 dan Opsi 2: Modifikasi nilai kekakuan lentur (I), kekakuan puntir (J) dan rasio poisson (v) menurut metode Profesor Wiratman Wangsadinata. Analisis pengaruh retak yang dilakukan dengan metode SNI 03-2847-2002 memberikan hasil yang lebih besar dari yang utuh, sedangkan analisis menurut metode Profesor Wiratman Wangsadinata memberikan hasil yang lebih kecil dari yang utuh. Pengambilan nilai kekakuan puntir elemen struktur berbanding lurus terhadap kebutuhannya. Jadi perencanaan gedung dengan pengaruh retak terhadap elemen struktur sangat dipengaruhi oleh pemilihan faktor modifikasi kekakuan lentur, kekakuan puntir dan rasio poisson. Pemilihan faktor modifikasi yang tepat sangat penting karena berpengaruh terhadap pola pemikulan beban oleh elemen struktur baik lentur, geser maupun puntir atau kombinasi diantara ketiganya. Kata kunci :  Faktor modifikasi kekakuan lentur, kekakuan punter, dan rasio poisson Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/794 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/794/734 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 2 (2012): Volume 1, Nomor 2, Januari 2012; 195 - 204 2088-9321 Title A name given to the resource TINJAUAN PENGARUH RETAK PADA PERENCANAAN ELEMEN STRUKTUR GEDUNG PT PLN (PERSERO) WILAYAH PROVINSI ACEH Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Puspita, Ayuza Jria; Alumni Magister Teknik Sipil Fakultas Teknik Universitas Syiah Kuala Irwansyah, Mirza; Pengajar Jurusan Teknik Arsitektur Fakultas Teknik Universitas Syiah Kuala Fadhly, Noer; Pengajar Jurusan Teknik Sipil Fakultas Teknik Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-09-01 Description An account of the resource Abstract: Government regulation of Banda Aceh city the Urban Spatial Planning year  2009-2029 in which the site T.Umar road is earmarked for trade and services regional. T.Umar road area is the center of the Banda Aceh urban which have the heavy traffic condition especially in  the morning and late afternoon, this is due to the limited road capacity, limitations of the road network, intersection arrangements, and limited parking provision. Divided into four zones of the study area and 10 points (A - I). On recapitulation and the  calculations of the rise and the biggest drag on the business day is CD 1692 Smp/hour point and F-G 2511 smp/h, on a Sunday There is also C-D 2901 smp / hour point. While the largest traffic percentage result is 23% on F-G point and I-J point, and Sunday C-D 30% point. On working day, F-G roads a critical degree of saturation at 1,16 Monday morning, it is because of the activities in the morning. Meanwhile, on Monday afternoon at C point to E point  the degree of saturationhas already saturated, that is characterized by the value of DS of 1,09. Troubled zones in C-E point is an area that has a function instead of the trade and services as outlined in the city of Banda Aceh RTRW 2009-2029. The troubled zone due to the occurrence of a mixed land use (mixed use). this is what makes the imbalance development region so that the land use. In this case Spatial planning should follow what is already regulated by Government that do not alter the function of which is included in the Spatial Plan of the City. Active role of the public who pass through T.Umar road is necessary not only to limit and regulate space and community activities, but also provide encouragement and opportunities to community and participate in spatial activities by observing regulations.Keywords : Rise and drag, Spatial, the Spatial City.Abstrak: Peraturan pemerintah Kota Banda Aceh pada Rencana Tata Ruang Kota Banda Aceh Tahun 2009-2029 dimana lokasi Jalan T.Umar ini diperuntukkan untuk kawasan perdagangan dan jasa. Kawasan Jalan T.Umar merupakan pusat Kota Banda Aceh yang memiliki kondisi lalu - lintas yang padat terutama pada pagi & sore hari, hal ini disebabkan oleh kapasitas jalan yang terbatas, keterbatasan jaringan jalan, pengaturan persimpangan, serta keterbatasan penyediaan parkir. Daerah penelitian dibagi 4 zona dan 10 titik (A-I). Pada perhitungan rekapitulasi bangkitan dan tarikan terbesar pada hari kerja adalah titik  C-D 1.692 smp/jam dan  F-G 2.511 smp/jam, pada hari Minggu juga terdapat pada titik C-D 2.901 smp/jam. Sedangkan hasil persentase lalu lintas terbesar 23 % pada titik F-G dan titk I-J, pada hari Minggu titik C-D 30%. Pada hari kerja  ruas jalan F-G derajat kejenuhan kritis pada Senin pagi hari 1,16, hal ini di karenakan aktifitas di pagi hari. Sedangkan pada Senin sore pada titik C ke titik E derajat kejenuhan sudah jenuh ditandai dengan nilai D/S  sebesar 1,09. Zona yang bermasalah pada titik C-E merupakan kawasan yang memiliki fungsi bukan kawasan perdagangan dan jasa seperti yang tertera pada RTRW Kota Banda Aceh 2009-2029. Zona yang bermasalah diakibatkan terjadinya penggunaan lahan yang bercampur (mixed use). Hai ini yang membuat terjadinya ketidakseimbangan perkembangan kawasan tersebut sehingga terjadinya alih fungsi lahan. Dalam hal ini Perencanaan Tata Ruang sebaiknya mengikuti apa yang sudah diatur oleh Pemerintah agar tidak merubah fungsi kawasan yang sudah dicantumkan pada Rencana Tata Ruang Kota. Peran aktif masyarakat yang melewati Jalan T.Umar diperlukan tidak semata-mata membatasi dan mengatur ruang gerak dan kegiatan masyarakat, akan tetapi juga memberi dorongan dan peluang agar masyarakat berpartisipasi pula dalam kegiatan penataan ruang dengan menaati peraturan yang ada.Kata kunci Bangkitan dan tarikan, RTRW, Tata Ruang Kota. Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/891 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/891/828 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 1 (2012): Volume 2, Nomor 1, September 2012; 55 - 66 2088-9321 Title A name given to the resource ANALISIS DAMPAK LALU - LINTAS (ANDALALIN) PADA JALAN T.UMAR DITINJAU DARI TATA RUANG KOTA BANDA ACEH Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource BC, Alfiansyah Yulianur; Staf Pengajar Jurusan Teknik Sipil Fakultas Teknik Universitas Syiah Kuala Agussabti, Agussabti; Staf Pengajar Jurusan Sosial Ekonomi Fakultas Pertanian Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2011-09-01 Description An account of the resource Abstract: Keuramat village of Kuta Alam sub-district is one of area in Banda Aceh City that still often occur puddle flood due to rainfall although its urban drainage had been rehabbed. The results of this study show that performance of the urban drainage still not yet to overcome that puddle flood. Factors of construction that influence the puddle flood are bottle necks at inlet of culvert, concave channel, and there are fresh water pipes in channel. As social factor, community participation to maintain urban drainage is low. It is showed that still occur hoarding of rubbish and sedimentation that cause channel capacity to be smaller and the finally cause puddle flood. The results of t test show that insight of community about urban drainage (W) and trust of community about performance of urban drainage (K) significantly influence community participation to maintain urban drainage (P). Relation of W, K, and P is showed in this formula P = 15,7 + 0,2W + 0,3K, with determination coefficient, R2=0,67. The formula concludes that community participation can be increased by increasing community insight and community trust of urban drainage performance.Keywords : urban drainage, performance, community participationAbstrak: Kelurahan Keuramat, Kecamatan Kuta Alam merupakan wilayah Kota Banda Aceh yang masih sering mengalami banjir genangan akibat hujan meskipun drainasenya sudah dilakukan perbaikan. Hasil penelitian menunjukkan bahwa faktor fisik yang mempengaruhi terjadinya banjir genangan tersebut adalah penyempitan gorong-gorong, cekungan dasar saluran, dan saluran menjadi jalur pipa air minum. Faktor sosial yang mempengaruhi terjadinya banjir genangan tersebut adalah partisipasi masyarakat dalam pemeliharaan drainase masih rendah sehingga masih terjadi penumpukan sampah, dan endapan sedimen yang mengakibatkan kapasitas saluran mengecil dan akhirnya menimbulkan banjir genangan. Hasil uji t menunjukkan bahwa wawasan masyarakat tentang drainase (W) dan kepercayaan masyarakat terhadap kinerja drainase (K) memiliki pengaruh yang signifikan terhadap partisipasi masyarakat dalam pemeliharaan drainase (P). Hubungan wawasan dan kepercayaan terhadap partisipasi masyarakat tersebut diperlihatkan oleh rumus P = 15,7 + 0,2W + 0,3K, dengan koefisien diterminasi R2 = 0,67. Hubungan ini menyimpulkan bahwa partisipasi masyarakat dapat ditingkatkan dengan meningkatkan wawasan masyarakat dan kepercayaan masyarakat terhadap kinerja drainase.Kata kunci : Drainase kota, kinerja, partisipasi masyarakat. Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/769 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/769/709 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 1 (2011): Volume 1, Nomor 1, September 2011; 21 - 30 2088-9321 Title A name given to the resource EVALUASI KINERJA DRAINASE KOTA BANDA ACEH DAN PARTISIPASI MASYARAKAT DALAM PEMELIHARAANNYA Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Afifuddin, Mochammad; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Putra, Rudiansyah; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Akbar, Andika; Alumni Jurusan Teknik Sipil Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2013-01-01 Description An account of the resource Abstract: Objective of this study to predict the flexural behavior of channel profiles (C) Ferosemen by using Artificial Neural Network (ANN). In modeling the effect of different variables is high-profile, number of layers wiremesh, and the amount of reinforcement appeal. The model derived from laboratory test data for 9 pieces of specimen testing that has been done by previous researchers. Steps being taken on the application of ANN there are three stages, namely training, validation, and forecasting. In training randomly selected 7 data for training, and the remaining 2 data selected for validation. Having ascertained the results of training and validation have been getting lessons well, followed by forecasting (predicting). Taken 9 for forecasting new data that has been modified high-profile, number of layers wiremesh, and the amount of tensile reinforcement. From the results obtained values forecasting greatest moments occurred in a high profile 350 mm, 3 layers wiremesh, and 4 rod tensile reinforcement, while the value of the moment of the smallest and the largest value of the deflection occurs in the high profile 150 mm, 3 layers wiremesh, and 2 tensile reinforcement , while the value of the smallest deflection occurs in the high profile 250 mm, 4 layers, wiremesh, and 3 tensile reinforcement. In secondary data, the value of the moment and deflection between ANN modeling (training and validation) compared with laboratory data had an average percentage of 101.81% and 97.45%, while the value of the moment and deflection between theoretical calculations compared with ANN modeling (training and validation) had an average percentage of 80.73% and 58.44%. In the new data, the value of the moment and deflection between theoretical calculations compared with ANN modeling (forecasting) has an average percentage of 78.12% and 60.95%.Keywords : Canal profile (C), ferrocement, Artificial Neural Network, backpropagation.Abstrak: Penelitian ini bertujuan untuk memprediksi perilaku lentur profil kanal (C) Ferosemen dengan menggunakan Artificial Neural Network (ANN). Dalam permodelan yang menjadi variabel adalah pengaruh perbedaan tinggi profil, jumlah lapis wiremesh, dan jumlah tulangan tariknya. Model diambil dari data hasil uji laboratorium terhadap 9 buah benda uji yang telah dilakukan pengujiannya oleh peneliti sebelumnya. Tahapan yang dilakukan pada aplikasi ANN ada tiga tahap, yaitu training, validasi, dan forecasting. Pada training dipilih 7 data secara acak untuk dilatih, dan 2 data sisanya dipilih untuk validasi. Setelah dipastikan hasil training dan validasi telah mendapatkan pembelajaran dengan baik, dilanjutkan dengan forecasting (memprediksi). Diambil 9 data baru untuk forecasting yang telah diubah tinggi profil, jumlah lapis wiremesh, dan jumlah tulangan tarik. Dari hasil forecasting diperoleh nilai momen terbesar terjadi pada profil dengan tinggi 350 mm, 3 lapis wiremesh, dan 4 batang tulangan tarik, sedangkan nilai momen terkecil dan nilai lendutan terbesar terjadi pada profil dengan tinggi 150 mm, 3 lapis wiremesh, dan 2 buah tulangan tarik, sedangkan nilai lendutan terkecil terjadi pada profil dengan tinggi 250 mm, 4 lapis wiremesh, dan 3 buah tulangan tarik. Pada data sekunder, nilai momen dan lendutan antara permodelan ANN (training dan validasi) dibandingkan dengan data laboratorium memiliki persentase rata–rata sebesar 101,81% dan 97,45%, sedangkan nilai momen dan lendutan antara perhitungan teoritis dibandingkan dengan permodelan ANN (training dan validasi) memiliki persentase rata–rata sebesar 80,73% dan 58,44%. Pada data baru, nilai momen dan lendutan antara perhitungan teoritis dibandingkan dengan permodelan ANN (forecasting) memiliki persentase rata–rata sebesar 78,12% dan 60,95%.Kata kunci : Profil Kanal (C), ferosemen, Artificial Neural Network, Backpropagation. Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/1020 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/1020/961 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 2 (2013): Volume 2, Nomor 2, januari 2013; 117 - 126 2088-9321 Title A name given to the resource APLIKASI ARTIFICIAL NEURAL NETWORK (ANN) UNTUK MEMPREDIKSI PERILAKU LENTUR PROFIL KANAL (C) FEROSEMEN Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Dirwan, Dirwan; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Bangun, Ngajari; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-05-01 Description An account of the resource Abstract: This research deals with the application of artificial grass planted on the channel banks influences to the Manning roughness coefficient (n). The information is useful in vegetative channel flow design, because the grass will stabilize the channel cross section, consolidate bed soil mass, control the bed and banks erosion and also the sediment movement along the channel's banks. This research was conducted at the Hydraulics Laboratory Engineering Faculty Unsyiah. A Multi Purpose Teaching Flume was used to model the channel. The flume wall was attached by artificial grass made of 'braided hafiah ropes' which varies in 5 different height and 3 different thickness. The flow depth also varies with 5 different height. The research results show that the higher and the thicker the grass, the greater the n Manning values and also its resistance. The Manning roughness coefficient (n) for the 12 cm grass height with 3 different grass thickness was in the range of 0.0118 to 0.0597. The 10 cm grass height with 3 different thicknesses shows the Manning coefficient in) in the range of 0.0080 to 0.0455. The 8 cm, 6 cm, and 4 cm grass height give the Manning roughness coefficient (n) range between 0.0081 to 0.0306, 0.0109 to 0.0431, and 0.0135 to 0.0425 respectively.Keywords : grass channel, Manning roughness coefficient (n)Abstrak: Penelitian ini bertujuan untuk melihat pengaruh pemberian rumput buatan pada tebing saluran terhadap koefisien kekasaran Manning. Manfaatnya adalah informasi yang diperoleh dapat digunakan dalam perencanaan tampang aliran saluran rumput, karena saluran rumput tersebut akan menstabilkan tubuh saluran, mengkonsolidasikan massa tanah di dasar saluran, dan mengontrol erosi permukaan saluran serta gerakan butiran tanah di sepanjang dinding saluran. Penelitian ini dilakukan di Laboratorium Hidrolika Fakultas Teknik Unsyiah. Model saluran yang digunakan adalah Multi Purpose Teaching Flume. Sisi kiri dan kanan flume diberi rumput buatan yang terbuat dari jalinan tali hafiah dengan 5 variasi ketinggian dan 3 variasi ketebalan. Kedalaman aliran juga bervariasi dengan 5 kedalaman yang berbeda. Hasil penelitian menunjukkan bahwa semakin tinggi dan semakin tebal rumpun rumput yang tumbuh pada tebing saluran, akan semakin besar nilai koefisien kekasaran Manning (n) yang diperoleh, dan begitu pula hambatan alirannya. Koefisien n Manning untuk rumput setinggi 12 cm dengan ketebalan 1, 2, dan 3 pasang anyaman hafiah nilainya antara 0,0118 sampai 0,0597. Rumput setinggi 10 cm dengan tiga macam ketebalan tersebut menghasilkan nilai koefisien n Manning antara 0,0080 sampai 0,0455. Rumput setinggi 8 cm, 6 cm, dan 4 cm dengan tiga macam ketebalan tersebut masing-masing menghasilkan nilai koefisien n Manning 0,0081 sampai 0,0306; 0,0109 sampai 0,0431; dan 0,0135 sampai 0,0425.Kata kunci : saluran rumput buatan, koefisien kekasaran Manning (n). Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/877 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/877/814 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 3 (2012): Volume 1, Nomor 2, Mei 2012; 269 - 278 2088-9321 Title A name given to the resource RENATURALISASI SALURAN DENGAN PENANAMAN RUMPUT PADA TEBING Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Sugiarto, Sugiarto; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-01-01 Description An account of the resource Abstract: The generalized linear model-poison distribution was employed incorporating available geometric data, exposure, etc. The explanotary variables used were average annual daily traffic (AADT), length of segment, heavy vehicle percentage, median, availability of shoulder, number of acces, number of intersection, number of curve per km, and amount of rain fall in a year in two Major National Highways in Thailand. Maximum Likelihood Method (MLM) was used for determining of estimation parameters by using Statistical Package for the Social Sciences (SPSS) version 16. Poison regression models were selected for the model SPFs of the accident, fatality and injury with the total explained variation (RD2) on average 0.44%, 0.25%, and 0.36% respectively. The final of developed models can be used for identifying and analyzing of hazardous locations, prioritizing an effective maintenance strategy tool with the identified hazardous locations along the road section.Keywords: Generalized Linear Models (GLM), Safety Performance Function (SPFs), Maximum Likelihood Model (MLM), Poisson Regresion, Total Explained Variation, SPSS, Hazardous Locations.Abstrak: Distribusi Poison yang digeneralkan sebagai model linier digunakan dalam penelitian ini dengan mengakomodir data geometrik, parameter traffic (exposure), dan lainya. Parameter penjelas (explanotary) diambil di dua Jalan Raya (highway) utama di Thailand termasuk data didalamnya average annual daily traffic (AADT), panjang segmen yang ditinjau, persen kendarangan berat, jenis dan keberadaan median, jenis dan keberadaan bahu jalan, jumlah bukaan akses, jumlah persimpangan, jumlah kurva per km, dan nilai curah hujan per tahun. Metode Maximum Likelihood Model (MLM) digunakan untuk mendeterminasi parameter estimasi model dengan bantuan perangkat lunak SPSS (Statistical Package for the Social Sciences) versi 16. Hasil regresi menggunakan distribusi poison digunakan sebagai model keselamatan untuk model jumlah kecelakaan, kematian, dan luka-luka. Katagori pemilihan model terbaik berdasarkan nilai total explained variation (RD2) yang berturut-turut dengan nilai rata-rata 0.44%, 0.25%, and 0.36% utuk model jumlah kecelakaan, kematian, dan luka-luka. Hasil final model dapat digunakan untuk identifikasi dan analisis segment rawan kecelakan, dan juga dapat digunakan untuk menganalisis prioritas penanganan daerah rawan kecelakaan yang telah teridentifikasi.Kata Kunci: Generalized Linear Models (GLM), Model Keselamatan Lalulintas, Maximum Likelihood Model (MLM), Poisson Regresion, Total Explained Variation, SPSS, Rawan kecelakaan. Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/789 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/789/729 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 2 (2012): Volume 1, Nomor 2, Januari 2012; 143 - 152 2088-9321 Title A name given to the resource MODELING SAFETY PERFORMANCE FUNCTION (SPFs) USING POISON-GENERALIZED LINEAR MODEL Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Isya, Muhammad; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111 Anggraini, Renni; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111 Sriana, Tety; Universitas Muhammadiyah Aceh Jln. Muhammadiyah No. 91 Bathoh Date A point or period of time associated with an event in the lifecycle of the resource 2013-05-30 Description An account of the resource Abstract: The high interest of students in choosing motorcycle as mode to campus has a direct im- pact on the travel to Syiah Kuala University Campus in Darussalam, Banda Aceh. This raises a point of congestino    that occurs in Lamnyong Bridge. Various alternatives to unravel congestion has surfaced. One way is to conduct a reform in the field of public transport with the Mass Public Transport System in the discourse of Bus Rapid Transit (BRT). This study aims to determine the utility model and probabilit) modal choice between BRT and motorcycles. Preference data using Stated Preferences Techniques. Data questionnaires were distributed to students in the campus ar- ea. Questionnaire survey results data is inputted using Microsoft Excel 2010 and analyzed using SPSS Version 16 to get a model of modal choice. The utility model obtained was with UBRT – USM= utility differenceof modal choice between BRT and motorcycles;X1 = travel cost variable;X2= trav- el time variable; X3= delay of travel variable. The probabilty model was obtained And PSM = 1 - PBRT    with PBRT = probability to choose BRT moda and PSM = probability to choose motorcy- cles moda.Keywords : stated preference, utility model and modal choice probabilityAbstrak: Tingginya minat mahasiswa memilih sepeda motor (SM) sebagai moda ke kampus berdampak langsung pada rute perjalanan menuju Kampus Universitas Syiah Kuala Darussalam. Hal ini menimbulkan titik kemacetan yang paling krusial di Jembatan Lamnyong. Berbagai alternatif mengurai kemacetan ini telah mengemuka, salah satunya dengan reformasi angkutan umum dengan Sistem Angkutan Umum Massal (SAUM) dalam wacana Bus Rapid Transit (BRT). Penelitian ini ber- tujuan untuk merumuskan model utilitas dan probabilitas pemilihan moda antara BRT dan SM da- lam perjalanan menuju ke kampus. Data preferensi pelaku perjalanan memakai Teknik Stated Prefer- ence yang disebar kepada mahasiswa kampus. Data kusioner diinput ke Microsoft Excel 2010 dan dianalisis menggunakan SPSS Versi 16, diperoleh model utilitas pemilihan moda dan probabilitas pemilihan moda. . Model utilitas yang dihasilkan penelitiaan ini adalah    dengan UBRT–USM= selisih utilitas pemilihan moda BRT dan sepeda motor; X1 = variabel biaya perjalanan; X2=variabel waktu perjalanan; X3=variabel keterlambatan perjalanan. Probabilitas pemilihan moda adalah dan PSM = 1 - PBRT    dengan PBRT = probabilitas pemilihan moda BRT terhadap moda SM dan PSM adalah probabil- itas pemilihan Moda SM terhadap BRTKata kunci : stated preference, model utilitas dan probabilitas pemilihan Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/1347 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/1347/1226 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 3 (2013); 225 - 236 2088-9321 Title A name given to the resource PEMODELAN PEMILIHAN MODA ANTARA BUS RAPID TRANSIT DAN SEPEDA MOTOR DALAM PERJALANAN MENUJU KE KAMPUS DENGAN TEKNIK STATED PREFERENCE Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Dirwan, Dirwan; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Hasanah, Uswatun; Mahasiswa Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-09-01 Description An account of the resource Abstract: The effective rainfall is calculated usually using the irrigation design standard KP 01.  In this study the effective rainfall calculation is based on the water balance concept. The goal’s study to determine the fields level effect toward the effective rainfall and to determine the amount of effective rainfall for rice in the study area. The case study is in the Blang Bintang village, Aceh Besar district. The data is used the fields level, planting season, rainfall, air temperature, relative humidity, wind speed and solar radiation. The average of the field level is 18 cms. Similarity test use “t” test statistical analysis. The proving hypothesis suggests that the fields level is affected the effective rainfall, into account the fields level at 80% probability of occurrence from 10,4 to 104,8 mm/month. The effective rainfall value is greater than the effective rainfall value is calculated is based on the KP 01 conceptsKeywords : effective rainfall, fields levelAbstrak: Perhitungan curah hujan efektif umumnya dilakukan berdasarkan standar perencanaan irigasi KP 01. Di dalam penelitian ini perhitungan curah hujan efektif dilakukan berdasarkan konsep keimbangan air. Pada konsep ini faktor utamanya adalah tinggi pematang sawah. Penelitian ini bertujuan untuk mengetahui pengaruh tinggi pematang sawah terhadap curah hujan efektif dan untuk mengetahui besarnya curah hujan efektif untuk padi di daerah penelitian. Lokasi penelitian terletak di daerah Blang Bintang, Kabupaten Aceh Besar. Data yang digunakan adalah tinggi pematang sawah, musim tanam, curah hujan, temperatur udara, kelembaban relatif, kecepatan angin, dan penyinaran matahari. Tinggi pematang sawah rata-rata di lokasi adalah 18 cm. Uji kesamaan menggunakan teknik analisis statistik uji t. Hasil pembuktian hipotesis menunjukkan bahwa tinggi pematang sawah berpengaruh terhadap besarnya curah hujan efektif. Nilai curah hujan efektif dengan memperhitungkan tinggi pematang sawah pada probabilitas kejadian 80% berkisar antara 10,4 – 104,8 mm/bulan. Besarnya nilai curah hujan efektif lebih besar jika dibandingkan dengan nilai curah hujan efektif yang dihitung berdasarkan konsep yang diberikan di dalam KP 01.Kata kunci : Hujan efektif, pematang sawah Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/886 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/886/823 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 1 (2012): Volume 2, Nomor 1, September 2012; 1 - 12 2088-9321 Title A name given to the resource HUJAN EFEKTIF UNTUK PADI SAWAH DAERAH IRIGASI KRUENG ACEH Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article