107 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 Yudhyantoro, Yus; Staf 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 2013-01-01 Description An account of the resource Abstract: According to Balai Pengkajian Teknologi Pertanian Aceh (BPTP Aceh), peatland area in Aceh province has reached 144,000 ha spread in Aceh Jaya, Aceh Barat, Nagan Raya, Aceh Selatan and Aceh Singkil. In the category of the very soft soil, peat soils have very low bearing capacity. One of the actions needed to improve the properties of peat soils are stabilization. In this study, high ash peat soil obtained from Desa Lambalek, Aceh Jaya and lime stabilized with mixed variation of 4%, 8% and 12%. Tests were carried out referring to the ASTM method, consists of physical properties including moisture content, specific gravity, sieve analysis, ash and organic content, and testing of mechanical properties include compaction, CBR (California Bearing Ratio) and Swelling. The results showed the addition of lime 4% and 8%, resulting in a reduction CBR value of peat soil, but on a mixture of 12%, the CBR value increased to 176.51% for CBR Soaked and 139.70% for CBR Unsoaked and reduced 24.93% swelling value from initials conditions. Thus the effective peat soil stabilization at levels of 12% lime mixture.Keywords : peat soil, stabilization, lime, CBR, swellingAbstrak: Menurut data Balai Pengkajian Teknologi Pertanian Aceh (BPTP Aceh), luas lahan gambut di Provinsi Aceh saat ini mencapai 144.000 ha yang tersebar di Aceh Jaya, Aceh Barat, Nagan Raya, Aceh Selatan dan Aceh Singkil. Dalam kategori sebagai tanah sangat lunak (very soft soils), tanah gambut memiliki daya dukung yang sangat rendah. Salah satu tindakan yang diperlukan untuk memperbaiki sifat-sifat tanah gambut yang kurang menguntungkan adalah stabilisasi. Dalam penelitian ini, tanah gambut abu tinggi diperoleh dari Desa Lambalek, Aceh Jaya dan distabilisasi kapur dengan variasi campuran 4%, 8% dan 12%. Pengujian yang dilakukan mengacu kepada metode ASTM, terdiri dari pengujian sifat-sifat fisis yang meliputi kadar air, berat spesifik, analisis saringan, kadar abu dan kadar organik, dan pengujian sifat-sifat mekanis meliputi Pemadatan, CBR (California Bearing Ratio) dan Pengembangan (Swelling). Hasil penelitian menunjukkan penambahan kapur 4% dan 8% mengakibatkan pengurangan nilai CBR tanah gambut, tetapi pada campuran 12%, nilai CBR meningkat 176,51% untuk CBR Soaked dan 139,70% untuk CBR Unsoaked dan nilai pengembangan berkurang 24,93% dari kondisi awalnya. Dengan demikian stabilisasi tanah gambut efektif pada kadar campuran kapur 12%.Kata kunci : tanah gambut, stabilisasi, kapur, CBR, pengembangan. 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/1022 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/1022/963 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; 137 - 146 2088-9321 Title A name given to the resource PENGARUH PENAMBAHAN KAPUR TERHADAP KEPADATAN DAN NILAI CBR TANAH GAMBUT ABU TINGGI 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 Ariff, Zouhrawaty A.; Department of Civil Engineering Syiah Kuala University Isnanda, Isnanda; Mahasiswa Magister Teknik Sipil Universitas Syiah Kuala Fachrianoza, Fachrianoza; Mahasiswa Magister Teknik Sipil 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: The experiment related to change of bottom topography due to progressive wave attacks in physical wave model. The aim of the research is to get better view and solutions for the eroded sandy beach either by natural disasters or other manmade activities to get the method for set back line.  The method for this purpose is by placing the detached submerged breakwater as the control structure for sand movement. There are two cases of structure placement, i.e., at the breaking point and at the outer of breaking point with the same treatment for the experimental design. The model is carried out at Hydraulic Laboratory Civil Engineering Department Faculty of Engineering Syiah Kuala University, in a 24m x0.52m concrete wave flume using a piston type regular wave generator with 3 variations of water depth, 3 variations of wave height and periods. The bed profiles were measured using sandy surface profiler every 10cm-spacing longshore and cross-shore directions. The results show that detached submerged breakwater as the control structure for longshore and cross-shore sediment movement gives better performance when it placed at the surrounding of  the breaking point.Keywords : detached submerged breakwater, bed profile, breaking pointAbstrak: Penelitian ini berkaitan dengan perubahan profil pantai karena adanya serangan gelombang yang dilakukan melalui model fisik pantai dan gelombang. Tujuan penelitian ini adalah untuk memperoleh gambaran yang lebih baik dan juga memperoleh solusi terhadap pantai berpasir yang tererosi disebabkan oleh bencana alam ataupun aktivitas buatan lainnya, dalam usaha memperoleh metode pengembalian garis pantai pada keadaan semula. Cara yang dilakukan untuk tujuan yang dimaksud adalah dengan menempatkan model ’pemecah gelombang terputus bawah air’ sebagai suatu bangunan kontrol untuk mengamati  pergerakan sedimen. Penempatan bangunan ini dilakukan pada dua lokasi, yaitu pada tempat pecahnya gelombang dan di luar daerah gelombang pecah dengan perlakuan yang sama terhadap rancangan penelitiannya. Model ini dilakukan di Laboratorium Hidroteknik Jurusan Teknik Sipil Fakultas Teknik Universitas Syiah Kuala. Peralatan yang digunakan adalah saluran gelombang dari beton berukuran 24m x 0.52m disertai mesin pembangkit gelombang reguler. Rancangan  penelitian yang dilakukan adalah  pengaturan tiga variasi kedalaman air, dan tiga variasi tinggi dan periode gelombang yang dibangkitkan. Profil dasar model pantai diukur dengan menggunakan peralatan sandy surface profiler dalam arah memanjang dan melintang saluran gelombang pada setiap jarak 10 cm. Hasil penelitian menunjukkan bahwa ’pemecah gelombang terputus bawah air’ yang berfungsi sebagai bangunan kontrol terhadap pergerakan sedimen sejajar dan tegak lurus pantai memberikan  kinerja yang lebih baik bila ditempatkan di sekitar gelombang pecah.Kata kunci : pemecah gelombang terputus bawah air’, profil dasar pantai, gelombang pecah 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/879 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/879/816 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; 291 - 298 2088-9321 Title A name given to the resource A PHYSICAL MODEL ON BED PROFILE CHANGES AS THE EFFECTS OF THE DETACHED SUBMERGED BREAKWATER 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 Ibrahim, M. Idris; 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 : Infrastructure development requires an appropriate benchmark or standard. One reference is the standard unit price of the building. Several previous studies have provided some analysis and recommendations. However, given the results does not fully apply to districts / cities in Aceh Province. This research attempts to formulate a model of unit price of buildings and to assess the effect of the price of primary materials that are used as model variables. This model uses the variable price of 8 types of major building materials, namely, wood beams, planks, iron, cement, ceramic, brick, metal roof and plug the sand. This standard is required for efficient budget allocation. Issues to be discussed in this paper are how to pursue State Building Unit Price (HSBGN). This research was limited to simple classified buildings. This model was developed using multiple linear regression analysis. Construction of data received from construction contracts from 2006 to 2009. Group prices as a result of the model Y =-3046064.501 0.477 x 1-X 2 + 0.248 51.379 + 185.094 X 3 X 4 + X 5 + X 6 + 6771.885 17.424 21.056 16.569 X 7-x 8 slot, and R2, each at 85.5% and 73.1%. It should be noted that the equation is used only for the city of Banda Aceh. With regard to the area, except for the index to predict the unit prices. In 2006, Aceh Utara, Aceh Besar and Bireuen has the lowest index value in Aceh, which ranges from 1 to 1.61.Keywords : model unit price of building materials pricesAbstrak: Pembangunan infrastruktur memerlukan suatu acuan atau standar yang sesuai. Salah satu acuan tersebut berupa standar harga satuan bangunan gedung. Beberapa penelitian terdahulu telah memberikan sejumlah analisa dan rekomendasi. Namun hasil yang diberikan belum seluruhnya aplikatif untuk kondisi wilayah kabupaten/kota di Provinsi Aceh. Penelitian ini mencoba merumuskan kembali sebuah model harga satuan bangunan gedung sekaligus mengkaji pengaruh harga material utama yang digunakan sebagai variabel model. Model tersebut menggunakan variabel harga 8 jenis material utama bangunan gedung, yaitu; kayu balok, kayu papan, besi, semen, keramik, batu bata, genteng metal dan pasir pasang. Standar ini diperlukan untuk efesiensi pengalokasian anggaran. Permasalahan yang akan dikaji dalam penulisan ini adalah bagaimana mengupayakan Harga Satuan Bangunan Gedung Negara (HSBGN). Kajian dibatasi unttuk gedung berklasifikasi sederhana Model disusun menggunakan analisa regresi linier berganda. Data bangunan diperoleh dari kontrak bangunan gedung dari tahun 2006 sarnpai tahun 2009. Model harga satuan yang dihasilkan adalah Y - - 3.046.064,501 - 0,477Xr - 0,248X2 + 185,094Xr + 51,379Xt + 17,424Xs + 6.771,885X6 + 21,056Xr - 16,569Xa dengan nilai r dan R2 masing-masing sebesar 85,5% dan 73,l%. Perlu dijelaskan bahwa persamaan tersebut digunakan hanya untuk Kota Banda Aceh. Sedangkan untuk kabupaten/kota lain diprediksi dari indeks harga satuan. Pada tahun 2006,Aceh Besar, Aceh Utara dan Bireuen memiliki nilai indeks terendatr di Provinsi Acetu yaitu berkisar dari 1- 1,61.Kata kunci : Model, harga satuan bangunan gedung, harga material. 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/791 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/791/731 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; 163 - 172 2088-9321 Title A name given to the resource PENGARUH HARGA MATERIAL UTAMA SEBAGAI VARIABEL MODEL TERHADAP HARGA SATUAN BANGUNAN GEDUNG DI PROVINSI 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 Saidi, Taufiq; Jurusan Teknik Sipil Universitas Syiah Kuala, Jl. Syech A. Rauf No. 7 Darussalam, Banda Aceh 23111 Putra, Rudiansyah; Jurusan Teknik Sipil Universitas Syiah Kuala, Jl. Syech A. Rauf No. 7 Darussalam, Banda Aceh 23111 Munawir, Munawir; ST, MT, staf pengajar pada Fakultas Teknik Muhammadiyah Aceh 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: This paper report column experimental that loaded by axial constant and shear force. Axial constant load is 459,2 kN equal 0,4 Po; where Po is axial nominal capacity of reinforced column with size is 200 x 200 mm2, concrete compression strength (f’c) = 24 MPa, using 12 bars longitudinal steel D 11,6 (fy= 356,5 MPa) and shear ties from plain bar 5,6 mm with fy = 611,3 MPa. This research test applied to four experimental column, that shear reinforcement varied to: normal stirup, S0 ( ); three arm rein- forcement, S1 (    ); crosties, S2 (    ) and diamond, S3 (    ). Experimental column length is L= 580 mm with end- end of column condition is assumed as fix- hinge (k= 1,52). When tested, the botton end rigidly to strong floor and on the top end is given bearing that is connected to the load cell so that the vertical compressive axial load given perpendicular to the contact area on the top surface of the column. Bearing acts as roller which does not restrain the upper end of the column to move when lateral loads are given from the horizontal load cell. The process begins with given axial load through the vertical load cell to achieve a constant axial load and continue with shear force of horizontal load cell which given slowly through the column specimen was destroyed. The results showed that the addition of extra crossties rein- forcement increase stiffness of column.Based on calculations of experimental datas of the column deflec- tion stiffness that occurs when a given column shear load was V = 90 kN obtained relative stiffness ratio of column values to the whole cross-section (EI0) amounted to 0.783; 0.905; 0.896 and 0.869 respectively for columns with normal stirrup (S0), cross bar three arms (S1), crosties (S2) and diamond (S3).Keywords : reinforced concrete columns,supplemental ties, axial compression, shear force, column rigidity index.Abstrak: Makalah ini memaparkan hasil penelitian kolom beton bertulang yang dibebani aksial tekan konstan dan gaya geser. Besarnya beban aksial konstan adalah 459,2 kN atau setara 0,4 Po; dimana Po merupakan kapasitas nominal aksial kolom beton bertulang berdimensi 200 x 200 mm2 dengan mutu beton (f’c) = 24 MPa, menggunakan tulangan longitudinal 12 D 11,6 (fy= 356,5 MPa) dan tulangan sengkang berdiameter 5,6 mm dengan fy = 611,3 MPa. Penelitian ini diaplikasikan pada empat benda uji kolom yang divariasikan konfigurasi sengkangnya berupa: sengkang normal, S0 (    ); sengkang tiga lengan, S1 (    ); sengkang crosties, S2 (    ) dan sengkang diamond, S3 (    ). Panjang kolom yang diteliti adalah L= 580 mm dengan kondisi ujung- ujung kolom secara teoritis diasumsikan berupa jepit- rol (k= 1,52). Saat dilakukan pengujian, bagian ujung bawah kolom tertumpu secara kaku dan ujung atasnya dipasangkan bearing pemberi beban yang terhubung secara langsung dengan load cell vertikal sehingga beban aksial tekan yang diberikan tegak lurus terhadap bidang kontak pada permukaan atas kolom. Bearing pemberi beban berperilaku sebagai tumpuan rol yang tidak menghambat ujung atas kolom untuk berdefleksi pada saat dibebani beban lateral yang disalurkan melalui load cell horizontal. Proses pem- bebanan diawali dengan pembebanan aksial yang diberikan melalui load cell vertikal sampai tercapai beban aksial konstan rencana dan diteruskan dengan pembebanan gerer dari gaya dorong load cell horizontal yang diberikan secara perlahan sampai dengan benda uji kolom mengalami kehancuran. Hasil penelitian menunjukkan bahwa penambahan tulangan sengkang ekstra mampu meningkatkan kekakuan kolom. Berdasarkan hasil perhitungan kekakuan kolom berdasarkan data defleksi yang terjadi saat beban geser kolom yang diberikan sebesar V= 90 kN diperoleh rasio nilai kekakuan relatif kolom terhadap penampang utuh (EI0) sebesar 0,783; 0,905; 0,896 dan 0,869 berturut-turut untuk kolom dengan tulangan sengkang normal (S0), sengkang tiga lengan (S1), sengkang crosties (S2) dan sengkang diamond (S3).Kata kunci : kolom beton bertulang, sengkang ekstra, beban tekan aksial, gaya geser, nilai kekauan kolom. 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/1349 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/1349/1228 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 3 (2013); 247 - 258 2088-9321 Title A name given to the resource PENGARUH KONFIGURASI SENGKANG TERHADAP KEKAKUAN KOLOM YANG DIBEBANI GAYA GESER DAN AKSIAL TEKAN 0,4 P0 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 Mutiawati, Cut; Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Buraida, Buraida; 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 2013-11-12 Description An account of the resource Abstract: Consumer seldom redesign their property from developer. Therefor need a study to get dominant factors cause of redesign. The location for this research is Villa Citra and Bumi Permata Lamnyong Residence in Banda Aceh and Aceh Besar. Based on research, the dominant factor cause of redesign in Bumi Permata Lamnyong Residence are house size (type 36 and type 70), “availibility of fund” (type 45 and tipe 50) and need of family (type 130). the dominant factor cause of redesign in Villa Citra residence are need of family ( type 36), amount of room (type 50), house size (type 70) and esthetics factor (type 130).Keywords : Redesign, houseAbstrak: Pembeli (konsumen) rumah sering melakukan perubahan desain rumah yang dibeli dari developer. Untuk itu perlu suatu studi yang bertujuan untuk mencari faktor-faktor dominan yang menjadi penyebab perubahan desain yang sering dilakukan oleh konsumen perumahan. Penelitian dilakukan pada komplek perumahan Villa Citra dan Bumi Permata Lamnyong yang berlokasi di wilayah Banda Aceh dan Aceh Besar. Hasil diperoleh faktor dominan penyebab terjadinya perubahan desain untuk masing-masing tipe rumah pada Perumahan Bumi Permata Lamnyong  adalah perubahan karena ukuran ruang (tipe 36 dan tipe 70), perubahan karena ketersediaan dana (tipe 45 dan tipe50) dan perubahan karena keinginan keluarga (tipe 130). Sedangkan pada Perumahan Villa Citra faktor yang dominan adalah perubahan karena keinginan keluarga (tipe 36), karena jumlah ruang (tipe 50), karena ukuran ruang (tipe 70) dan karenaestetika/keindahan/tampak (tipe 130).Kata kunci : perubahan desain, rumah standar. 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/888 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/888/825 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; 25 - 32 2088-9321 Title A name given to the resource PENYEBAB PERUBAHAN DESAIN RUMAH STANDAR OLEH KONSUMEN (STUDI KASUS: PERUMAHAN VILLA CITRA DI BUMI PERMATA LAMNYONG) 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 Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111 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 goal of this study to observe the causes of the failure gabion weirs Pante Cereumen West Aceh district. The weir has completed and the damage occurs at the end of maintenance period and it when the river floods. The analysis was conducted based on field observations and hydraulic review. Theoretically, the cause of the failure gabion weirs is large overtopping from the crest weir, it’s exceed the limit value. The condition can collapse gabions steps by the falling water. Heavy sediment loads, especially gravel and stone led to continue abrasion on the gabions can failure to the wire. The wire failure caused rock gabion be destroyed.Keywords : weir, gabion, floodAbstrak: Studi ini bertujuan untuk mengamati penyebab kegagalan bendung bronjong Pante Cereumen Kabupaten Aceh Barat. Bendung tersebut baru selesai dikerjakan dan kerusakan terjadi diakhir masa pemeliharaan. Kerusakan terjadi pada saat sungai dalam keadaan banjir. Analisis dilakukan berdasarkan data pengamatan lapangan dan tinjauan secara hidrolis. Secara teoritis penyebab kegagalan bendung bronjong disebabkan oleh debit yang melalui mercu sangat lebih besar dari yang dipersyaratkan sehingga “steps” bronjong bisa rusak oleh dampak air yang jatuh. Beban sedimen berat, terutama kerikil dan batu meyebabkan menyebabkan kerusakan pada kawat. Kerusakan kawat menyebabkan batuan bronjong terburai dan bronjong menjadi hancur.Kata kunci : bendung, bronjong, banjir.. 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/1353 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/1353/1232 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 3 (2013); 289 - 298 2088-9321 Title A name given to the resource ANALISIS KEGAGALAN BENDUNG BRONJONG PANTE CEUREMEN 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 Mahmuddin, Mahmuddin; Jurusan Teknik Sipil, Fakultas Teknik Universitas Syiah Kuala Nurisra, Nurisra; 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 2011-09-01 Description An account of the resource Abstract: Excavator is one of the construction equipment used to transport and install materials. It is necessary to note the ability of excavators by measuring the value of their productivity. This study aimed to compare the productivity of excavators on the job install / stacking stone the size of 5-250 kg and 1000-1500 kg. A case study for Jetty Construction Project  Ujong Serangga Southwest Aceh district. Observations were done on each cycle of movement of excavators at work. The data collected consists of  loading time, swing, forward, install / stacking, and return  timer. Secondary data which is the supporting data to complement the primary data have been obtained, a map of the situation, drawing plan. From the result is the average cycle time for the job install / stacking stone 5-250 kg size is 53.33 seconds, and for the size of 1000-1500 kg is 48.85 seconds. The average productivity of excavators on the job install / stacking stone  5-250 kg size is 28.58 m³ / h, while the size of 1000-1500 kg is 22.77 m³ / hour. So based on the known productivity job description install / stacking stones  5-250 kg larger than install / stacking stone 1000-1500 kg.Keywords : produktivitas, excavator, install/stacking tu gunungAbstrak: Excavator merupakan salah satu alat konstruksi yang digunakan untuk mengangkut dan menyusun material. Untuk itu perlu diketahui kemampuan kerja excavator dengan mengukur nilai produktivitasnya. Penelitian ini bertujuan untuk membandingkan produktivitas  excavator pada pekerjaan pasang/susun batu gunung ukuran 5-250 kg dan ukuran 1.000-1.500 kg. Studi kasus dilakukan pada Proyek Pembangunan Jetty Ujong Serangga Kabupaten Aceh Barat Daya. Pengamatan dilakukan terhadap pergerakan excavator pada setiap siklus kerja. Data yang dikumpulkan terdiri dari waktu muat, swing, maju, pasang/susun, dan waktu mundur. Data sekunder yang merupakan data pendukung guna melengkapi data primer yang telah diperoleh, berupa peta situasi, gambar rencana. Dari hasil penelitian didapat waktu siklus rata-rata untuk pekerjaan pasang/susun batu gunung ukuran 5-250 kg adalah 53,33 detik, dan untuk ukuran 1000-1500 kg adalah 48,85 detik. Produktivitas rata-rata excavator pada pekerjaan pasang/susun batu gunung ukuran 5-250 kg adalah 28,58 m³/jam, sedangkan ukuran 1000-1500 kg adalah 22,77 m³/jam. Maka berdasarkan uraian tersebut diketahui produktivitas perkerjaan pasang/susun batu 5-250 kg lebih besar daripada pasang/susun batu 1000-1500 kg.Kata kunci      :  produktivitas, excavator, pasang/susun batu gunung 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/775 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/775/715 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; 91 -100 2088-9321 Title A name given to the resource PERBANDINGAN PRODUKTIVITAS EXCAVATOR PADA PEKERJAAN PASANG/SUSUN BATU GUNUNG UKURAN 5-250 KG DAN 1000-1500 KG 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 Malahayati, Nurul; 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: Labors were directed to work in accordance with what had been planned, but often not in accordance with the implementation plan and contain uncertainty. This study aim to get project duration and labor wages rate according to the  foreman experience in housing construction project type 36 in the city of Banda Aceh. The scope of this research, is from prepation work to the finishing of the job and selected respondents who had experienced more than 5 years. Each activity of the project was examined using three assessment time. Time data will be used to obtain the age of a construction project using the Project Evaluation and Review Technique (PERT). Based on the results of earlier studies that have been conducted on 50 respondents by which the questionnaire are closed deploy the average contractor needed pay by the piece-wage jobs to the chairman of the working group (in this study foreman / foreman). Contractors only provide material at the project site and control the course of the project as agreed in the contract, the cost, time and quality. Each head group using the average working group consisted of 1 foreman / foreman, two carpenters and two workers. The average wage for the labor contract per house is Rp. 19.500.000, - and the duration of completion of the project 62 days. When the level of probability of success by 90%, meant the duration of the project is 64 working days.Keywords : time, labor wages, foreman, craftsmen, workers, PERT methodAbstrak: Tenaga kerja di lapangan diharapkan dapat bekerja sesuai dengan apa yang telah direncanakan, akan tetapi seringkali pelaksanaannya tidak sesuai dengan rencana dan mengandung ketidakpastian. Penelitian ini bertujuan untuk mendapatkan durasiproyek, upah tenaga kerja, dan metode pelaksanaan berdasarkan pengalaman kepala tukang yang pernah mengerjakan proyek rumah tipe 36 di Kota Banda Aceh. Lingkup penelitian yaitu dari pekerjaan persiapan sampai dengan pekerjaan finishing dan responden dipilih yang berpengalaman ≥ 5 tahun. Setiap pekerjaan pada proyek ini diteliti dengan menggunakan tiga waktu penaksiran.  Data waktu tersebut akan digunakan untuk mendapatkan durasiproyek konstruksi dengan menggunakan metode Project Evaluation and Review Technique (PERT).  Berdasarkan hasil penelitian awal yang telah dilaksanakan terhadap 50 responden dengan menyebarkan kuisioner bersifat tertutup rata-rata kontraktor membayar upah pekerjaan secara borongan kepada ketua kelompok kerja (dalam penelitian ini kepala tukang/mandor). Kontraktor hanya menyediakan material di lokasi proyek dan mengontrol jalannya proyek sesuai kesepakatan dalam kontrak yaitu terhadap biaya, waktu, dan mutu. Setiap kepala kelompok rata-rata menggunakan kelompok kerjanya yang terdiri dari 1 mandor/kepala tukang, 2 tukang dan 2 pekerja. Rata-rata upah borongan untuk tenaga kerja per rumah sebesar Rp. 19.500.000,- dan durasipenyelesaian  proyek 62 hari kerja.  Bila tingkat kemungkinan berhasil sebesar 90 % maka durasiproyek menjadi 64 hari kerjaKata kunci : waktu, biaya upah, kepala tukang, tukang, pekerja, metode PERT. 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/1026 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/1026/967 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; 173 - 180 2088-9321 Title A name given to the resource DURASI PROYEK DAN UPAH TENAGA KERJA BERDASARKAN PENGALAMAN KEPALA TUKANG PADA KONSTRUKSI RUMAH DI 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 Rani, Hafnidar Abdul; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Aceh Abdullah, Che Sobry; Engineering Management, Universiti Utara Malaysia Mohtar, Shahimi; Engineering Management, Universiti Utara Malaysia 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 study investigates the moderating effects of technology utilization toward project performance. Hierarchical regression analysis was utilized for hypotheses testing. The result of the hierarchical regression analysis showed support for some of the moderating effects. Analysis results as a whole appears that technology utilization as a moderator the relationship between the project management function and project performance. The study was not limited to the construction company that has a specific class qualification, but including all of the grade 2 to grade 7. The outcome of this study provides vital information and also provides an insight into further understanding on the issue of interface on the effect of technology utilization toward project performance in Aceh construction organizations.Keywords : project management, project performance, technology utilization, hierarchical regression analysis.Abstrak: Penyelidikan ini mengkaji efek penengah dari pemanfaatan teknologi terhadap kinerja proyek. Analisis regresi hirarki yang digunakan untuk menguji hipotesis. Hasil analisis regresi hirarki menunjukkan dukungan untuk beberapa efek penengah. Hasil analisis secara keseluruhan ditemui bahawa pemanfaatan teknologi sebagai penengah hubungan antara fungsi manajemen proyek dan kinerja proyek. Penyelidikan ini tidak terbatas pada perusahaan konstruksi yang memiliki kualifikasi kelas tertentu, melainkan termasuk semua kelas 2 sampai dengan kelas 7. Hasil kajian ini memberikan informasi penting dan juga memberikan wawasan dalam pemahaman yang lebih lanjut mengenai isu tentang efek pemanfaatan teknologi terhadap kinerja proyek dalam organisasi konstruksi di Aceh.Kata kunci : manajemen proyek, kinerja proyek, pemanfaatan teknologi, analisis regresi hirarki. 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/874 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/874/811 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; 249 - 258 2088-9321 Title A name given to the resource THE INTERACTION EFFECT OF TECHNOLOGY UTILIZATION TOWARD PROJECT PERFORMANCE: A HIERARCHICAL REGRESSION ANALYSIS 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 Azmeri, Azmeri; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Saputra, Maimun; Mahasiswa Magister Teknik Sipil Pascasarjana 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: This study aims to find The Tiro Reservoir operation pattern using non-linear optimization technique to obtain the optimal total electrical energy. Method of operation of the reservoir system optimization is accomplished using the Solver in Microsoft Excel. Calculation of discharge was calculated for the probability of occurrence of 20% (wet period), 50% (normal period) and 80% (dry period). As for the water needs taken into account for purposes of irrigation, water supply, and maintenance needs. Projected water needs of irrigation districts Tiro done in 4 phases, namely in 2011, 2016, 2026 and 2036. The results obtained from the optimization process Tiro Reservoir operation using non-linear program is the amount of water released each month and the total amount of annual energy. The amount of release based on the type of wet, normal and dry. Release and optimum total annual energy that can be produced, performed for the year 2011, short-term (2016), medium term (2026) and long-term (2036). Based on the type of normal period, the total releases for the year 2023 amounting to 88.214 x 106 m3, while the total electrical energy generated at 122.8 GWH.Keywords : Optimization, Solver, water availability, water requirements, non-linear, releases, energyAbstrak: Penelitian ini bertujuan untuk mendapatkan pola pengoperasian Waduk Tiro dengan menggunakan teknik optimasi non linier sehingga diperoleh total energi listrik yang optimal. Metode optimasi sistem pengoperasian waduk dilakukan dengan menggunakan program Solver pada Microsoft Excel. Perhitungan debit dihitung untuk probabilitas kejadian 20% (debit tahun basah), 50% (debit tahun normal) serta 80% (debit tahun kering). Sedangkan untuk kebutuhan air diperhitungkan untuk keperluan irigasi, air bersih, dan kebutuhan maintenance sebagai tetap menjaga ekosistem sungai. Proyeksi kebutuhan air irigasi kecamatan Tiro dilakukan dalam 4 tahap yaitu tahun 2011, tahun 2016, tahun 2026 dan tahun 2036. Hasil yang diperoleh dari proses optimasi pengoperasian Waduk Tiro dengan menggunakan program non linier adalah besarnya release air tiap bulan serta besarnya total energi tahunan. Besarnya release air berdasarkan jenis tahun basah, normal dan kering. Release air dan total energi tahunan optimum yang dapat dihasilkan, dilakukan untuk tahun 2011, jangka pendek (2016), jangka menengah (2026) dan jangka panjang (2036). Berdasarkan jenis tahun normal, total release untuk tahun tahun 2023 sebesar 88,214 x 106 m3, sedangkan total energi listrik yang dihasilkan sebesar 122,8GWH.Kata kunci : Optimasi, Solver, ketersedian air, kebutuhan air, non linier, release, energi 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/795 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/795/735 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; 205 - 214 2088-9321 Title A name given to the resource OPTIMIZATION OF WATER UTILIZATION FOR ELECTRIC ENERGY AT TIRO RESERVOIR, PIDIE DISTRICT Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article