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Jurnal Teknik Sipil dan Perencanaan
Published by Universitas Negeri Semarang
ISSN : -     EISSN : 25031899     DOI : https://doi.org/10.15294/jtsp
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil dan Perencanaan (JTSP) is a scientific journal which biannualy published in April and October. We firstly published in 1999 as national journal of Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Semarang. In 2016, JTSP was indexed in DOAJ with Green Tick critera. And in 2018, JTSP expands its range of article quality and publication through publishing English-language articles.
Arjuna Subject : -
Articles 774 Documents
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RESPON MASYARAKAT TERHADAP METODE PNPM P2KP : PENGALAMAN MASYARAKAT SADANG SERANG KOTA BANDUNG Indrianingrum, Lulut
Jurnal Teknik Sipil dan Perencanaan Vol 13, No 1 (2011): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v13i1.1333

Abstract

Abstract: PNPM P2KP  (national program of community empowerment – urban poverty alleviation program) has been changing the community’s habit in managing the neighbourhood. The method is new, covering many  locations of  implementation-as national program,  limited  time of socialization and demanding a real output in short period. These backgrounds  lead  to a critical question of how does  the community  response  to manage PNPM P2KP within  the  traditional way of managing  the neighbourhood?. This paper aims  to describe  the community’s  response  to participatory planning (as  the spirit of PNPM P2KP) when  they are  implementing  the program’s method. The  location of study  is  in  Sadang  Serang  Sub  District  in  Bandung  Municipality.  Sadang  Serang  has  been participating  in  this  program  since  2004.  During  the  project  period,  the  community  found  a complicated way of  implementing  the program’s method. They have not been acquainted with  the participatory method but  the program did not give  them enough  time  to understand  the rogram’s objective.  In  the other words, The program  that should be participatory-based was  implemented  in project-based.  Time  is  the  keyword  of  this  matter  because  participatory  method  will  give  the community unlimited time to interact with the program. Community’s responses were collected from interviews with  the community’s board  (BKM) as  the  local comitee of PNPM P2KP and community member in Sadang Serang.   Keywords: Community’s response, PNPM P2KP Method   Abstrak:  PNPM  P2KP  (Program  Penanggulangan  Kemiskinan  Perkotaan)  yang  dilaksanakan  di Indonesia  telah  banyak  mengubah  kebiasaan-kebiasaan  masyarakat  dalam  mengelola lingkungannya.  Metode  yang  diterapkan  dalam  P2KP  dianggap  baru  oleh  masyarakat  yang  meliputi banyak lokasi pelaksanaan sebagai program nasional, waktu sosialisasi yang terbatas dan menuntut  keluaran  yang  nyata  pada  periode  yang  singkat  (pada  program  partisipasi).  Hal-hal tersebut  merupakan  fakta  yang  melatarbelakangi  pertanyaan  kritis  bahwa  bagaimana  respon masyarakat dalam mengelola program PNPM P2KP ditengah  cara-cara  konvensional  yang biasa dilakukan masyarakat dalam mengelola  lingkungannya. Artikel  ini bertujuan untuk mendiskripsikan respon masyarakat  pada metode  perencanaan  partisipatif  (sebagai  inti  dari  PNPM  P2KP)  ketika program ini dijalankan. Lokasi studi terletak di Kelurahan Sadang Serang Kota Bandung. Kelurahan ini telah melaksanakan program P2KP sejak 2004. Selama periode program, masyarakat menemui kesulitan dalam menjalankan metode program yang diterapkan. Masyarakat belum terbiasa dengan metode P2KP namun waktu yang diberikan pada masyarakat belum cukup untuk memahami tujuan program.  Dengan  kata  lain,  program  yang  seharusnya  dilaksanakan  dengan  dasar  partisipatif, dilaksanakan dengan dasar proyek. Waktu merupakan kunci dari permasalahan  ini karena metoe partisipatif akan memberikan waktu yang tidak terbatas bagi masyarakat untuk berinteraksi dengan program.  Respon-respon  dari  masyarakat  dianalisa  dari  wawancara  dengan  BKM  (Badan Keswadayaan Masyarakat) sebagai pegelola P2KP dan anggota masyarakat di Sadang Serang.   Kata kunci : respon masyarakat, metode PNPM P2KP
PERENCANAAN SAND POCKET SEBAGAI BANGUNAN PENGENDALI ALIRAN SEDIMEN DI KALI OPAK YOGYAKARTA Sutopo, Yeri; Utomo, Karuniadi S.; Ghifari, S. Z.; -, Nurokhman
Jurnal Teknik Sipil dan Perencanaan Vol 18, No 2 (2016)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v18i2.7478

Abstract

This research conducted in Opak River, in Yogyakarta. This river has broad (river flow area) 27,04 km2, and  20,11 km in length. The research objective is to make a planning about effective rainfall in 50 years and found the Opak Sand Pocket design. This research used methods with direct-survey in location, and collected secondary data from related agencies. From the data, it was obtained the value of precipitation the design, discharge flood design, dimensions of building hydrolic design (Main Dam, Sub Dam, Apron), and analysis the effectiveness of sand pocket in reducing the sediment that has happened. Based on the results of the research, discharge maximum ( Q50 ) that occurs in the river of 202,77 m3/s. So it can be calculated that sand pocket designed will have wide of  apron 54,04 m, with total high of Main Dam 6 m, total high of Sub Dam 6 m, length of apron 10 m, thick of apron 0,96 m. Based on the ability of sand pocket in reducing the rate of the sediment that is happened, the building has effectiveness until 90,20 % in reducing bed load based on the calculation. Therefore, it can be argued that the building has been effective to reduce the speed of sediment occurring in Opak River.Penelitian dilakukan di Kali Opak, yang terletak di Yogyakarta. Kali Opak memiliki luas DAS 27,04 km2 , dengan panjang 20,11 km. Tujuan penelitian merencanakan besar curah hujan efektif 50 tahunan di Kali Opak dan menemukan desain Sand Pocket. Metode yang digunakan dalam penelitian adalah dengan melakukan survey langsung di lokasi, serta mengumpulkan data-data sekunder dari instansi terkait. Data-data tersebut kemudian diperoleh nilai curah hujan rancangan, debit banjir rancangan, dimensi desain hidrolis bangunan (Main Dam, Sub Dam, Apron, dan bangunan pelengkap), serta analisis efektifitas Sand Pocket dalam meredam laju sedimen yang terjadi.Berdasarkan hasil penelitian, diketahui debit maksimum (Q50) yang terjadi pada sungai tersebut sebesar 202,77 m3/s, maka dapat diketahui bahwa Sand Pocket yang direncanakan akan memiliki lebar pelimpah dengan dimensi 54,04 m, dengan tinggi total Main Dam sebesar 6 meter, tinggi total Sub Dam sebesar 4 meter, panjang Apron sepanjang 10 m, tebal 0,96 m. Bangunan tersebut cukup efektif untuk meredam laju dari sedimen yang terjadi pada Kali Opak dengan  kemampuan Sand Pocket dalam mengurangi laju sedimen yang terjadi, diperoleh  hasil perhitungan bahwa bangunan tersebut memiliki efektifitas hingga 90,20 % dalam mengurangi bed load.  
Vibration Analysis on the Bridge Structures Caused by Train Load Marpaung, Bangun; Kusumawardani, Rini
Jurnal Teknik Sipil dan Perencanaan Vol 22, No 2 (2020)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v22i2.26849

Abstract

Abstract: The Muktiharjo Kaligawe railway bridge or BH 9 which located in KM 3+450 is truss bridge that has a special function,that is as a railway network where the BH 9 is a bridge with the steel frame type. Tests and analysis are done on two points of the bridge structures, those are in one third span of the bridge’s structure and another in the middle span of the bridge’s structure. The acceleration of vibration when the sensor accelerometer placed in one third part of the bridge’s structure influenced Y the most. While the acceleration of vibration when the sensor accelerometer placed in the middle part of the bridge’s structure influenced Z the most. The maximum acceleration in the one third part of the bridge structure where the Argo Anggrek train with the speed of 47 mph has the maximum acceleration towards X of 1.346270 m/s2, the maximum acceleration towards Y is 1.639314 m/s2, and the maximum acceleration towards Z is 1.315038 m/s2. Meanwhile the maximum acceleration where the accelerometer placed in the middle part of the bridge, Argo Anggrek train with the speed of 49 mph has the maximum acceleration toward X of 1.053043 m/s2, the maximum acceleration towards Y is 0.631594 m/s2, and the maximum acceleration towards Z is 1.191879 m/s2. The maximum acceleration when the accelerometer placed in the middle part of the bridge, Maharani train with the speed of 45 mph has the maximum acceleration towards X of 1.231041 m/s2, the maximum acceleration towards Y is 1.425204 m/s2, and the maximum acceleration towards Z is 1.319857 m/s2. Meanwhile the maximum acceleration when the accelerometer placed in the middle part of the bridge where Maharani train pass with the speed of 46 mph has the maximum acceleration towards X of 0.509838 m/s2, the maximum acceleration towards Y is 0.639036 m/s2, and the maximum acceleration towards Z is 1.073661 m/s2.
MECHANICAL PROPERTIES OF AFTER-FIRE CONCRETE WITH RICE HUSK ASH (RHA) AS AN ADDITIONAL MATERIAL Joedono, Ngudiyono
Jurnal Teknik Sipil dan Perencanaan Vol 9, No 1 (2007): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v9i1.6925

Abstract

The temperature above 200  oC at fire can cause reducing of the strength of concrete. To anticipate that condition, in order to enhance the strength, the use of rice husk ash (RHA) as an additional material is an alternative. The research would like to know the mechanical behavior and physical changing of after fire concrete with RHA. The specimens are concrete cylinder with 15 cm in diameter and 30 cm height. They are 54 specimens, 30 specimens are used for compression strength of normal concrete at various ages, and the less 24 specimens are used for the compression strength of after fire concrete. The test runs at 3, 7, 14, 28, and 90 days for normal concrete, and 90 days for after fire concrete. The temperatures of fire are 200, 400, 600, and      800 oC respectively with duration one hour. At temperature 200  oC, the compression strength of normal concrete lower than that of RHA concrete. In addition, at 400, 600, and 800 oC, the compression strength of normal concrete less decrease than that of RHA concrete Modulus elasticity of both normal and RHA concrete decrease after firing at 200 to 800 oC. At 400 to 600 oC, they have surface crack and color changing brown to black brown for normal concrete, also white brown for RHA concrete. At 800 ˚C, for normal concrete not only have surface cracks but also spalling. The colors of the concrete become white brown (at 600  oC), and white pink (at 800  oC).Pada saat kebakaran, bila suhu yang terjadi di atas 200 oC, kekuatan beton akan menurun. Penambahan abu sekam padi (RHA, rice husk ash) merupakan upaya memperbaiki mutu beton. Pada penelitian ini akan dikaji seberapa jauh penurunan kekuatan dan perubahan fisik beton dengan penambahan abu sekam padi 15 % pasca kebakaran. Benda uji berupa silinder beton dengan diameter 15 cm dan tinggi 30 cm.  Jumlah benda uji sebanyak 54 sampel, 30 sampel dipakai untuk kuat tekan pada umur yang berbeda, dan 24 sampel dipakai untuk uji kuat tekan beton pasca bakar. Pengujian kuat tekan beton dilakukan pada umur 3, 7, 14, 28, dan 90 hari untuk beton pra bakar, dan 90 hari untuk beton pasca bakar  Pembakaran dilakukan pada suhu 200, 400, 600, dan 800 oC, dengan lama pembakaran masing-masing 1 jam. Pada suhu 200 oC, beton normal mengalami kenaikan kuat tekan lebih kecil bila dibandingkan dengan kuat tekan beton dengan abu sekam padi. Pada suhu 400, 600, dan 800 oC beton normal mengalami penurunan kuat tekan  lebih kecil  dari penurunan kuat tekan beton dengan abu sekam padi. Modulus elastisitas beton normal maupun beton dengan abu sekam padi pasca bakar suhu 200hingga    800 oC mengalami penurunan. Pada suhu 400hingga 600 oC, beton normal maupun beton dengan RHA mengalami retak-retak permukaan (surface crack), dan perubahan warna, menjadi abu-abu kehitaman (beton normal), dan abu-abu (beton RHA). Pada suhu 800 oC beton normal selain mengalami retak-retak permukaan juga mengalami pengelupasan (spalling). Warna beton menjadi putih keabu-abuan (suhu 600  oC) dan merah muda keputih-putihan (suhu 800  oC). 
STUDI TENTANG PEMANFAATAN PASIR SEMPADAN PANTAI UNTUK PEMBUATAN PAVING BLOCK -, Tugino
Jurnal Teknik Sipil dan Perencanaan Vol 15, No 1 (2013): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v15i1.7115

Abstract

This study was conducted to utilize sand beach Border Kebumen as a mixture of paving blocks. It aims to maximize utilization and to reduce beach sand mining in river Luk Ulo which causes erosion. Block paving is not optimal in terms of quality , because it is still made in small scale as the home products industry. The strength of paving blocks will be tested on some paving made with full compaction method , pemadatanbertahap , and shake . The method used in this study is experimental research . The sample used is by taking sand beaches border area . In this research, paving block dimensions studied were 20 cm long , 10 cm wide and 6 cm thick . CV block paving done . Dynamis is located in Kebumen . In the manufacturing process uses machines Press Hydraulic mortar 1 : 5 and 0.5 and varisai fas mixture of sand and river sand coastal border is 0 % : 100 % , 5 % : 95 % , 10 % : 90 % , 15 % : 85 % , 16 % : 84 % , 20 % : 80 % , 25 % : 75 % and 50 % : 50 % . The results of compressive strength tests performed best at 28 days after paving is the composition of a mixture of 25 % : 75 % ( sand sloping beach : sand river Luk Ulo ) of 29.6 MPa . Then test the water absorption minimum ( best ) 25 % obtained in the composition : 75 % of 5.75 % of the weight of the paving . Based on the research of paving blocks that have economic value that can be marketed is the composition of 50 % sand beaches border because the cost of production is equal to the market price and has the advantage of a strong press , which is 10.8 % stronger than paving with river sand . paving with this composition has a compressive strength of 22.6 MPa and entered on quality based on ISO standard B -03- 0691-1996 which can be used as a parking lot . Penelitian ini dilakukan untuk memanfaatkan pasir Sempadan Pantai Kebumen sebagai bahan campuran pembuatan paving block. Hal ini bertujuan untuk memaksimalkan pemanfaatan pasir pantai dan untuk mengurangi penambangan di sungai Luk Ulo yang mengakibatkan erosi. Pembuatan paving block belum optimal dari sisi kualitas,karena masih dibuat dalam skala kecil sebagai produk home industri. Kekuatan paving block akan diuji pada beberapa paving yang dibuat dengan metode pemadatan penuh, pemadatanbertahap, serta digetarkan. Metode penelitian yang digunakan dalam penelitian ini adalah penelitian eksperimen. Sampel yang dipakai adalah dengan cara mengambil pasir didaerah sempadan pantai. Dalam penelitian ini paving block yang diteliti adalah  dimensi panjang 20 cm, lebar 10 cm, dan tebal 6 cm. Pembuatan paving block dilakukan CV. Dynamis yang berada di Kabupaten Kebumen. Pada proses pembuatannya menggunakan mesin Press Hidrolis  adukan 1: 5 dan fas 0,5 serta varisai campuran pasir sempadan pantai dan pasir sungai adalah 0%: 100%, 5% : 95%, 10% : 90%, 15%:85%, 16 % : 84%, 20% : 80%, 25% : 75% dan 50 % :50%. Hasil pengujian kuat tekan  terbaik yang dilakukan pada umur 28 hari setelah pembuatan paving adalah pada komposisi campuran 25% : 75 % (pasir sempadan pantai : pasir sungai Luk Ulo) sebesar 29,6 Mpa. Kemudian pengujian serapan air minimum ( terbaik ) didapat pada komposisi 25% : 75% sebesar 5,75% dari berat paving. Berdasarkan penelitian paving block yang memiliki nilai ekonomis yang dapat dipasarkan adalah pada komposisi 50 % pasir sempadan pantai karena biaya produksi sama dengan harga pasaran dan memiliki keunggulan pada kuat tekan, yaitu 10,8% lebih kuat dari paving dengan pasir sungai. paving dengan komposisi ini memiliki kuat tekan 22,6 Mpa dan masuk pada mutu B berdasarkan standar SNI-03-0691-1996 yang dapat digunakan sebagai pelataran parkir.
Flume Experiments on Wood Debris Jam at An Arch Bridge in Upstream River Reach during Flash Flood Rusyda, Muhammad Islamy; Ikematsu, Shinya; Hashimoto, Haruyuki
Jurnal Teknik Sipil dan Perencanaan Vol 22, No 1 (2020)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v22i1.21336

Abstract

Abstract During our field surveys, two types of woody debris deposition were found. One is deposition of individual wood pieces and the other is formation of woody debris jams at obstructions such as a bridge. To investigate behavior of wood debris jam at a bridge, a series of flume experiments was performed in a smooth acrylic rectangular flume. A model of an arch bridge was used as an obstacle in river. The arch bridge was based on Yoriguci bridge. Wooden cylinder was used as model of wood debris. An interpretation of experimental results shows that the wood debris jam can be determined by number of released wood pieces and shaded area of obstructions. These experimental results also reveal that wood debris jam formed by the model bridge contribute to backwater rise. From investigation on flow around model bridge, it is clearly shown the presence of backwater rise caused by the number of wood pieces trapped by a model of an arch bridge. The results also show that the loss coefficient depends on trapped wood pieces. A simple procedure was proposed in this study which seem to provide for predicting backwater rise due to wood debris jam at obstructions.
KESELAMATAN KONSTRUKSI: KONSEPSI DAN REGULASI Endroyo, Bambang
Jurnal Teknik Sipil dan Perencanaan Vol 11, No 2 (2009): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v11i2.1725

Abstract

Accident rate in Indonesia, specially at construction sector, was very bad. Therefore,seriuosly action for the minimization of construction accident must be done. In the year of 2009,Department of Public Work have theme: "Going to Indonesia Construction with quality byEmphasizing a Occupational Safety and Health". The expected target is the recovery ofconstruction safety in I
PENGARUH BANGKITAN PERJALANAN PEMUKIMAN BARU TERHADAP JARINGAN JALAN AKSES (Studi Kasus Perumahan Bukit Semarang Baru, Mijen Kota Semarang) Sutarto, Agung
Jurnal Teknik Sipil dan Perencanaan Vol 17, No 1 (2015): Jurnal Teknik Sipil & Perencanaan
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v17i1.6894

Abstract

Bukit Semarang Baru Housing Mijen is one of the housing on the outskirts of the city of Semarang that most of the population works in the city, resulting in the overload trip generation pathways roads leading to the city center of Semarang. Hence it is important for transportation planning efforts conducted as early as possible, in this case directed at the generation characteristics and travel patterns in the residential population Bukit Baru Semarang Mijen. From regression analysis found that variables that influence significantly on the number of trips is the number of families, the number of family members working and family income. While family members berusaia over 7 years, family members of the school, motorbike and car ownership less significant effect on the number of trips that occurred. From the analysis of cross-classification with respect to the chi-square value and the value of existing contingency coefficientterlihat strong relationship that the modal choice of Bukit Semarang Baru Housing residents to travel is influenced by the ownership of the vehicle, the trip destination location and income level. Bukit Semarang Baru Housing residents who use public transport to get to the day-to-day activities is relatively small (8.22% taking public passenger cars and 11.42% using bus). In general, 57.08% of the Bukit Semarang Baru Housing residents prefer to use motorcycles. Public transport is more important role for people who are shopping (27.6% by MUP and 23.9% by buses).Perumahan Bukit Semarang Baru Mijen merupakan salah satu perumahan di pinggiran Kota Semarang yang sebagian besar penduduknya bekerja di Kota Semarang, sehingga terjadi bangkitan perjalanan yang membebani jalur-jalur jalan menuju ke pusat Kota Semarang. Oleh Karena itu penting adanya usaha perencanaan transportasi yang dilakukan sedini mungkin, dalam hal ini diarahkan pada karakteristik bangkitan dan pola perjalanan penduduk di perumahan Bukit Semarang Baru Mijen. Dari analisis regresi diketahui bahwa variabel yang pengaruhnya signifikan terhadap jumlah perjalanan adalah jumlah kepala keluarga, jumlah anggota keluarga yang berkerja dan pendapatan keluarga. Sedangkan anggota keluarga yang berusaia lebih dari 7 tahun, anggota keluarga yang sekolah, kepemilikan sepeda motor dan mobil pengaruhnya kurang signifikan terhadap jumlah perjalanan yang terjadi. Dari analisis Klasifikasi silang dengan memperhatikan pada nilai chi-square dan nilai contingency coefficientterlihat ada hubungan yang kuat bahwa pemilihan moda dari penduduk perumahan Bukit Semarang Baru untuk melakukan perjalanan dipengaruhi oleh kepemilikan kendaraan, lokasi tujuan perjalanan dan tingkat pendapatan. Pendududk Bukit Semarang Baru yang menggunakan angkutan umum untuk menuju tempat aktifitasnya sehari-hari relatif sedikit (8,22% yang menggunakan mobil umum penumpang dan 11,42% menggunakan bis). Secara umum, 57,08% penduduk Bukit Semarang Baru lebih memilih menggunakan sepeda motor. Angkutan umum lebih penting peranannya bagi orang yang berbelanja (27,6% menggunakan MUP dan 23,9% manggunakan bis).
EVALUASI KEANDALAN BANGUNAN RUSUNAWA UNNES DITINJAU DARI PERSEPSI MAHASISWA YANG MENGHUNINYA -, Diharto; Nugroho, Ristya Mulia
Jurnal Teknik Sipil dan Perencanaan Vol 14, No 1 (2012): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v14i1.7104

Abstract

The nature of this evaluation on building of Rusunawa (student flats) Unnes based on a desire to know the extent to which perceptions of the occupants of the building Rusunawa about Reliability of  Rusunawa. The reliability of this building include requirements for safety, health, comfort, and convenience. Safety aspects include: building structure, building capacity of Rusunawa against fire and building capabilities of Rusunawa the dangers of lightning and electrical hazards. Health aspects include: ventilation systems, lighting systems, water supply systems and sanitation, use of building materials. Comfort aspects include: the space in the building, the condition of the air in the room, the view, the level of vibration and noise. Aspects include the ease of convenience to the relationship, from, and within the building. The research objective was to determine the reliability of building Rusunawa UNNES based on student perceptions that inhabit Rusunawa. This study uses descriptive quantitative approach. In this study there are two variables: the independent variable and the dependent variable. The independent variable is the students' perceptions of residents, while the dependent variable is the reliability of the building. Data analysis using descriptive analysis percentage. Reliability buildings Rusunawa UNNES included in both categories with a percentage of 78.44%. With the results of research on every aspect of the building itself is Reliability: (a) the safety aspect = 75.56%, (b) health aspect = 80.87%; (c) Aspects of comfort = 76.82%; (d) Aspects ease = 77.71%.Latar belakang evaluasi pada bangunan Rusunawa Unnes didasari pada keinginan untuk mengetahui sejauh mana persepsi dari penghuni Rusunawa tentang Keandalan dari bangunan Rusunawa. Keandalan dari bangunan ini meliputi persyaratan keselamatan, kesehatan, kenyamanan, dan kemudahan. Aspek keselamatan meliputi: struktur bangunan gedung, kemampuan bangunan Rusunawa terhadap bahaya kebakaran dan kemampuan bangunan Rusunawa terhadap bahaya petir dan bahaya kelistrikan. Aspek kesehatan meliputi: sistem penghawaan, sistem pencahayaan, sistem air bersih dan sanitasi, penggunaan bahan bangunan. Aspek kenyamanan meliputi: ruang gerak dalam bangunan gedung, kondisi udara dalam ruang, pandangan, tingkat getaran dan kebisingan. Aspek kemudahan meliputi kemudahan hubungan ke, dari, dan di dalam bangunan. Tujuan penelitian adalah untuk mengetahui keandalan bangunan Rusunawa UNNES berdasarkan persepsi mahasiswa yang menghuni Rusunawa. Penelitian ini menggunakan pendekatan deskriptif kuantitatif. Dalam penelitian ini terdapat dua variabel yaitu variabel bebas dan variabel terikat. Variabel bebas adalah persepsi mahasiswa penghuni, sedangkan variabel terikat adalah keandalan bangunan. Analisis data penelitian menggunakan analisis deskriptif persentasi. Keandalan bangunan Rusunawa UNNES termasuk dalam kategori baik dengan persentasi sebesar 78,44%. Dengan hasil penelitian terhadap setiap aspek Keandalan bangunan sendiri adalah: (a) Aspek keselamatan = 75,56%; (b) Aspek kesehatan =  80,87%; (c) Aspek kenyamanan = 76,82%; (d) Aspek kemudahan = 77,71%.
Analysis of fuzzy TOPSIS Method in Determining Priority of Small Dams Construction Ulfiana, Desyta; Suharyanto, Suharyanto
Jurnal Teknik Sipil dan Perencanaan Vol 21, No 2 (2019)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v21i2.19957

Abstract

The limited government budget for the construction of small dam in Semarang Regency has led to the need to determine the construction priorities. However, the large number of construction's technical aspects causes the determination of the construction priorities to be difficult. One of the best methods for multi-criteria decision making is the Technique for Order Performance by Similarity to Ideal Solution (TOPSIS). However, ranking and weighting of the criteria that use in these constructions were difficult. It was caused by human assessment factors that were less precise especially on linguistic variables criteria. Therefore, a fuzzy logic was needed for calculating these criteria. There are eight alternatives of small dams and seven criteria of technical aspects analyzed in this study. The first step was determining membership function and weighting each criteria. Then, TOPSIS method was applied to ranked eight alternatives. The highest priority was determined by finding alternative that has the largest closeness coefficient (CCi). It represents alternative with closest distance to fuzzy positive ideal solution and farthest distance to fuzzy negative ideal solution. Based on analysis, Mluweh Dams has the highest CCi value of 0.612. It could be concluded that Mluweh Dams is the highest construction priority of small dams in Semarang Regency.

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