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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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FAKTOR-FAKTOR YANG BERPERAN TERHADAP PENINGKATAN SIKAP KESELAMATAN DAN KESEHATAN KERJA (K3) PARA PELAKU JASA KONSTRUKSI DI SEMARANG Endroyo, Bambang
Jurnal Teknik Sipil dan Perencanaan Vol 12, No 2 (2010): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v12i2.1344

Abstract

Abstract:  Implementation  of Occupational Health  and Safety  (K3),  especially  in  the  construction sector was still bad. K3  in  Indonesia  is have  the  lowest  rank  in Asean. Various efforts have been made by government  to reduce occupational accidents  to a minimum as possible. Accidents often occur were mostly caused by human  factors,   about 85%. Construction Safety  Implementation  in the field depends on the attitude and the behavioral of the participant of construction services. The attitude of K3 depends on many factors, among others - which will be studied through this research - are: education, experience, certification, and corporate commitment. From  these various  factors, educational  factors  correlated  0.30  (significance:  0.048)  contribute  to  attitude  of  K3  ,  and  was another  factor  correlations  were  not  significant.  All  these  factors  have  only  to  give  efectif contribution about  to 0.213  (21.3%) of  the attitude  factor K3.  It means  that about of   78.7% hich can not be explained and is a problem to be studied again. Key words: attitude of K3, construction, participant of construction services   Abstrak:    Pelaksanaan  Keselamatan  dan  Kesehatan  Kerja  (K3)  terutama  di  sektor  konstruksi masih memprihatinkan.  K3  di  Indonesia masih menduduki  urutan  terbawah  di  Asean.  Berbagai upaya  telah  dilakukan  oleh  pemerintah  untuk  menekan  kecelakaan  kerja  menjadi  se  minimal mungkin. Kecelakaan  yang  sering  terjadi banyak diakibatkan oleh  faktor manusia  (human  factor) yaitu  sebesar  85%.  Pelaksanaan  K3  Konstruksi  di  lapangan  sangat  tergantung  dari  sikap  dan perilaku  para pelaku  jasa  konstruksi. Sikap K3  sangat  tergantung  dari  banyak  faktor, antara  lain yang  akan  diungkap  melalui  penelitian  ini  adalah:  pendidikan,  pengalaman,  sertifikasi,  dan komitmen  perusahaan. Dari  berbagai  faktor  tersebut,  faktor  pendidikan mempunyai  korelasi  ,30 (signifikansi: 0,048)  terhadap sikap K3, sedang  faktor  lainnya korelasinya  tidak signifikan. Semua faktor  tersebut hanya memberi memiliki sumbangan efektif sebesar 0,213 (21,3%)  terhadap  faktor sikap  K3.    Hal  itu  menunjukkan  bahwa  masih  ada    78,7  %  yang  belum  dapat  dijelaskan  dan merupakan masalah yang masih harus diupayakan jawabnya. Kata kunci: sikap K3, konstruksi, pelaku jasa konstruksi
STUDI PERENCANAAN PENATAAN KAWASAN ALUN-ALUN KOTA BREBES Santoso, Eko Budi
Jurnal Teknik Sipil dan Perencanaan Vol 10, No 2 (2008): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v10i2.6956

Abstract

The physical meaning of Brebes Square has decline todays. It is happen because the square elevation is almost same as the elevation of streets arround it, the increasing number of street hawkers and the less arrangement of utilities. For that reasons, the Brebes Square planning and arranging study is needed. The planning methods using continuation, togetherness, conflict minimalization and sustainability basic approachs. The programs are arrangement inside, including increase the elevation up to 75 cm from the streets arround it, create the water absorbtion and drainage, change the pedestrian ways, rearrangement the lamp nodes, increase the plants, arrangement the street hawkers, removing the main flag mast, relocation the statue, to mislay the gate, and increase the utilities. The arrangement outside including increase the elevation of pedestrian ways up to 25 cm from the streets arround it, increase the plants, change the pedestrian ways, increase the utilities and excuse from the advertisement board.Alun-alun Kota Brebes saat ini mengalami kemunduran makna fisiknya, disebabkan ketinggian alun-alun hampir sama dengan jalan disekelilingnya, banyaknya pedagang kaki lima dan kurang tertatanya sarana prasarana yang ada. Untuk itu diperlukan studi perencanaan penataan kawasan Alun-alun Kota Brebes. Metode perencanaan menggunakan pendekatan asas pelestarian, kebersamaan, minimalisasi konflik dan keberlanjutan. Program penataan kawasan alun-alun Kota Brebes meliputi penataan dalam alun-alun yang terdiri dari peninggikan alun-alun menjadi 75 cm dari jalan sekelilingnya, membuat resapan air dan drainase, mengganti trotoar, penataan kembali titik lampu, penambah tanaman, menata pedagang kaki lima, pemindahan tiang bendera utama, merelokasi patung, menghilangkan gerbang alun-alun dan menambah sarana prasarana; penataan luar alun-alun terdiri dari peninggian pedestrian menjadi 25 cm dari jalan sekelilingnya, menambah tanaman, mengganti trotoar, menambah sarana prasarana dan bebas dari papan reklame
Analisa Distribusi Curah Hujan di Area Merapi Menggunakan Metode Aritmatika Dan Poligon -, Lashari -; Kusumawardani, Rini -; Prakasa, Ferdian -
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 1 (2017)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i1.9497

Abstract

Watershed (DAS) at the peak of Merapi is very interesting to examine in case of  the relation with debris flow due to vomit material from Mount Merapi. In this article reveals the pattern of rainfall distribution, the difference in precipitation every month, rainfall for the period of 5 years, 10 years, 25 years, and 50 years in the area of Merapi and its effect on the behavior of a watershed in the Merapi area. In this study, the rainfall data validity test was conducted by RAPS (rescaled Adjusted Partial Sums). Analysis of the region rain is calculated using arithmetic method or average Algebra and Thiessen Polygon. While Gumbel Distribution, Normal Distribution, Log-Normal Distribution and Distribution Log-Pearson III was used to analyze the pattern of rainfall distribution. Furthermore, to determine the appropriate distribution patterns were analyzed using the chi-squared test and test-Kolmogorof Smirnov. Calculate the intensity of rainfall at a specific time duration using the formula Mononobe. Daerah Aliran Sungai (DAS) yang berada di puncak merapi sangat menarik untuk diteliti mengenai keterkaitannya dengan fenomena debris flow material akibat muntahan dari gunung Merapi. Pada artikel ini mengungkapkan mengenai pola distribusi curah hujan, perbedaan curah hujan setiap bulan, curah hujan untuk periode ulang 5 tahunan, 10 tahunan, 25 tahunan, dan 50 tahunan di Area Merapi dan pengaruhya terhadap perilaku DAS di area Merapi. Dalam penelitian ini uji kevalidan data hujan dilakukan dengan metode RAPS (Rescaled Adjusted Partial Sums). Analisis hujan wilayah dihitung menggunakan Metode Aritmatika atau Rata-rata Aljabar dan Poligon Thiessen. Sedangkan Distribusi Gumbel, Distribusi Normal, Distribusi Log-Normal, dan Distribusi Log-Pearson III digunakan untuk menganalisis pola distribusi curah hujan. Selanjutnya untuk mengetahui pola distribusi yang sesuai dianalisa menggunakan Uji Chi Kuadrat dan Uji Smirnov-Kolmogorof. Menghitung intensitas hujan pada durasi waktu tertentu menggunakan rumus Mononobe.
Sustainable Rural Tourism Meaning for Community Livelihood Dewi, Santy Paulla; Ristianti, Novia Sari
Jurnal Teknik Sipil dan Perencanaan Vol 23, No 2 (2021)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v23i2.29320

Abstract

The Sangiran is a national tourism strategic area as well as the most important ancient site established by UNESCO. Hence, its existence can contribute to the community livelihood which is dominated as poor. Meanwhile, having World Heritage Sites (WHS) status gives many restrictions to the local community such as restriction to soil excavation. Focusing on the agricultural sector as their main job was relatively difficult because of the physical aspect. The community chose the possible way to gain income that the job did not relate with tourism activity. Therefore, this study examines the meaning of sustainable rural tourism for community livelihood using the sustainable livelihood approach. Two rounds of Focus Group Discussions and interviews with some experts were conducted to find out issues in the development of Sangiran tourism and stakeholder perceptions. The community considered that they could not rely on the tourism sector so that they adjusted to the situation by doing another job. Indeed, the WHS status of Sangiran had not given impacts on the community; they prefer to conduct their previous activities. The development of rural tourism was not sustained; the community was still vulnerable that pointed out by their low economic capacity
FAKTOR PENENTU KESUKSESAN PROYEK RANCANG-BANGUN Yuwono, Bambang E.
Jurnal Teknik Sipil dan Perencanaan Vol 10, No 1 (2008): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v10i1.6945

Abstract

Key Success Factors have been recognized in the management of design-build project and the factors are usually gained through results of analysis on questionnaires collected from conducted surveys. However, so far such factors have not been justified through modeling of interactions from various factors that influence the success of design-build projects. Factors assumed  to affect the success were then put into models and examined using SEM (Structural Equation Modeling) methodology to describe, quantify and demonstrate the interaction influences of various factors on the success of design-build projects. The results of modeling and examination showed the existence of direct and indirect factors as well as dominant and less dominant factors. From the research, it could be revealed that the determinant success factors of design-build projects were the direct and predominant factors of the projects including management capabilities of the projects’ owners, management capabilities of design-build team, symbiosis between projects’ owners and the design-build team. The symbiosis was dominated by defining the scope of project.Faktor kunci kesuksesan (Key Success Factors) telah dikenal dalam pengelolaan proyek konstruksi rancang-bangun dan faktor kunci kesuksesan tersebut biasanya didapatkan melalui hasil analisis terhadap kuesioner yang diterima dari survai yang telah dilakukan, namun sejauh ini belum pernah dilakukan pembuktian melalui pemodelan interaksi berbagai faktor yang mempengaruhi kesuksesan proyek rancang-bangun. Faktor-faktor yang diduga mempengaruhi kesuksesan proyek rancang-bangun kemudian dimodelkan dan diuji menggunakan metodologi SEM (Structural Equation Modeling) untuk mendeskripsikan, mengkuantifikasikan dan mendemonstrasikan pengaruh interaksi berbagai faktor-faktor terhadap kesuksesan proyek rancang-bangun. Hasil dari pemodelan dan pengujian pengaruh interaksi berbagai faktor terhadap kesuksesan proyek rancang-bangun adalah adanya faktor yang langsung mempengaruhi kesuksesan proyek rancang-bangun dan ada yang berpengaruh tidak langsung, terdapat pula faktor yang dominan dan faktor yang kurang dominan. Dari hasil penelitian ini dapat diungkap bahwa faktor penentu kesuksesan proyek rancang-bangun adalah faktor yang berpengaruh langsung dan dominan terhadap kesuksesan proyek rancang-bangun yaitu kemampuan manajemen pemilik proyek, kemampuan manajemen tim rancang-bangun, simbiosis antara pemilik proyek dan tim rancang bangun. Simbiosis antara pemilik proyek dengan tim rancang-bangun didominasi oleh pendefinsian lingkup proyek.
KAJIAN DAYA DUKUNG RUANG TERBUKA HIJAU TERHADAP KINERJA GEDUNG KAMPUS KONSERVASI Prihanto, Teguh
Jurnal Teknik Sipil dan Perencanaan Vol 13, No 2 (2011): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v13i2.7065

Abstract

The aims of this research are: (1) to review the application of green architecture concept to the design of the campus green open space, (2) to assess the physical carrying capacity of green open spaces of the existence of campus buildings and surrounding environment as a conservation area ;(3) to provide open space design recommendations green campus, if not in harmony with the concept of green architecture and do not have a strong bearing on the campus buildings and environment conservation.This research takes place in the region Unnes Campus Faculty of Engineering. In particular review the open spaces that have a direct relationship with the building Building E1 and E2, they are: vehicle parking, sitting groups, parks and forests campus. This was a "descriptive-analytic ', which aims to get the measured values of physical comfort level environment of green open space of the measurement of temperature, wind speed, air humidity and solar intensity level. Size of comfort will be dealing with the carrying of open space to the function of E1 and E2 building as offices and lecture halls. The variables used in this study include: (1) thermal comfort and (2) green open space.The results say that in general, environmental conditions in the area of Building Engineering Faculty of E1 and E2 Unnes very conducive and in accordance with conservative aspect. Penelitian ini memiliki tujuan antara lain: (1) mengkaji penerapan green architecture terhadap desain ruang terbuka hijau kampus; (2) mengkaji daya dukung fisik ruang terbuka hijau terhadap keberadaan bangunan kampus dan lingkungan sekitarnya sebagai kawasan konservasi dan (3) memberikan rekomendasi desain ruang terbuka hijau kampus jika tidak selaras dengan konsep green architecture dan tidak memiliki daya dukung kuat terhadap bangunan kampus konservasi beserta lingkungannya.Penelitian ini mengambil lokasi di kawasan Kampus Fakultas Teknik Unnes. Secara khusus meninjau ruang-ruang terbuka yang mempunyai hubungan langsung dengan bangunan Gedung E1 dan E2, yaitu antara lain: parkir kendaraan, sitting group, taman dan hutan kampus. Penelitian ini bersifat “deskriptif-analitis”, yang bertujuan untuk mendapatkan nilai terukur tingkat kenyamanan fisik lingkungan ruang terbuka hijau dari hasil pengukuran suhu, kecepatan angin, kelembaban udara dan tingkat intensitas matahari. Ukuran kenyamanan akan berhubungan dengan daya dukung ruang terbuka terhadap fungsi gedung E1 dan E2 sebagai kantor dan ruang kuliah. Variabel yang digunakan dalam penelitian ini antara lain: (1) kenyamanan thermal dan (2) ruang terbuka hijau.Hasil penelitian menyebutkan bahwa secara umum, kondisi lingkungan di kawasan Gedung E1 dan E2 Fakultas Teknik Unnes sangat kondusif dan sesuai dengan aspek konservatif.
The Use of Fly Ash as Additive Material to High Strength Concrete Pangestuti, Endah Kanti; Handayani, Sri; Purnomo, Mego; Silitonga, Desi Christine; Fathoni, M. Hilmy
Jurnal Teknik Sipil dan Perencanaan Vol 20, No 2 (2018)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v20i2.16274

Abstract

Abstract. The use of coal waste (Fly Ash) is currently being developed in building materials technology, as a high-strength concrete mix material. This study aims to determine the strength of concrete by adding fly ash as a substitute for cement in high-strength concrete mixtures. This research was conducted with an experimental method to obtain results and data that would confirm the variables studied. The total number of specimens used in this study were 36 pieces with different sizes of cube tests which were 15 cm x 15 cm x 15 cm. A total of 36 concrete samples were used to test the compressive strength of concrete with a percentage of Fly Ash in  0% (normal concrete), 20%, 25% and 30% with a concrete treatment age of 7 days, 21 days and 28 days. A total of 12 more samples were used to test water absorption in concrete at 28 days of maintenance. Each percentage percentage of Fly Ash uses 3 concrete test samples. The increase in compressive strength occurs at 7, 21 and 28 days in concrete. However, the compressive strength of concrete produced by concrete using the percentage of Fly Ash is always lower than the value of normal concrete compressive strength. From testing the compressive strength of concrete at 28 days of treatment with content of 0%, 20%, 25% and 30% Fly Ash obtained results of 45.87 MPa, 42.67 MPa, 40.89 MPa, and 35.27 MPa respectively
EVALUASI SIMPANG UTAMA KORIDOR SELATAN KOTA SEMARANG STUDI KASUS SIMPANG BANYUMANIK Nugroho, Untoro
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.v13i1.1334

Abstract

Abstrak: The position of Semarang  reviewed  in national and  regional scale  is very strategic,  theimpacts of  traffic growth are sustained  locally and are quite  large. That growth  traffic  flows should be assessed  continuously  so as  to avoid negative  impacts. The pattern of  traffic  flows  in a  road section can be seen from the intersection arrangement pattern that is on the segment. Parameters studied include:  the number of vehicles out of each arm, current conditions and  time of the signal. This  analysis  includes:  the  basic  saturation  flow,  traffic  flow,  cycle  time,  green  time,  capacity, degree of saturation and traffic behavior. From the results of research on the signalized intersection at  the  intersection Banyumanik, obtained by  the basic saturation  flow on  the northern approach of 5310 pcu/h, east of 3060 pcu/h, south of 4740 pcu/h. Saturation flow rate on the northern approach of 4117 pcu/h, east of 2100 pcu/h, south of 4064 pcu/h. Comparison of  the current  intersection of 0.857. green  time of 161 seconds. Capacity on  the northern approach of 2474 pcu/h, east of 681 pcu/h, south of 2442 pcu/h. Degree of Saturation on  the northern approach of 0.7284 pcu/h, east .9261 pcu/h, south of 0.9261 pcu/h. The number of queues on the approach north of 58 pcu, pcu 32 east, south 96.3 pcu. Long queues at the northern approach of 180 meters, 178 meters east, south 294  yards.  The  number  of  stopped  vehicles  throughout  intersections  0.80  stop/pcu.Tundaan crossing  by  an  average  of  40.76  sec/pcu.  The  amount  of  capacity  and  degree  of  saturation  is almost past the recommended limit, so that wide approach needs to change. Keywords:  evaluation, optimization, intersection, Banyumanik   Abstrak:  Posisi  kota  Semarang  ditinjau  dalam  skala  nasional maupun  regional  sangat  strategis akan menimbulkan  dampak  pertumbuhan  lalu  lintas  yang  bersifat  lokal maupun  menerus  yang cukup besar. Pertumbuhan  lalu  lintas yang cukup besar menghasilkan arus  lalu  lintas yang harus dikaji  terus  menerus  sehingga  tidak  menimbulkan  dampak  negatif.  Arus  lalu  lintas  yang  cukup besar  tanpa  disertai  pengaturan  pola  lalu  lintas  yang  sesuai  akan menyebabkan  tundaan  yang cukup  lama dan antrian yang cukup panjang. Pola arus  lalu  lintas suatu ruas  jalan dapat kita  lihat dari  pola  pengaturan  simpang  yang  berada  pada  ruas  tersebut.  Parameter  yang  diteliti eliputi jumlah  kendaraan  yang  keluar  dari masing.masing  lengan,  kondisi  saat  ini  dan waktu  sinyalnya. Analisis ini meliputi : arus jenuh dasar, arus lalu lintas, waktu siklus, waktu hijau, kapasitas, derajat kejenuhan dan perilaku  lalu  lintas. Dari hasil penelitian pada simpang bersinyal di persimpangan banyumanik, diperoleh arus  jenuh dasar pada pendekat utara sebesar 5310 smp/jam,  timur 3060 smp/jam,  selatan  4740  smp/jam.  Nilai  arus  jenuh  pada  pendekat  utara  sebesar  4117 smp/jam, timur  2100  smp/jam,  selatan  4064  smp/jam.  Perbandingan  arus  simpang  sebesar  0,857.  waktu hijau  sebesar  161  detik.  Kapasitas  pada  pendekat  utara  sebesar  2474  smp/jam,  timur  681 smp/jam, selatan 2442 smp/jam. Derajat Kejenuhan pada pendekat utara sebesar 0,7284 smp/jam, timur 0,9261 smp/jam, selatan 0,9261 smp/jam. Jumlah antrian pada pendekat utara sebesar 58 smp,  timur 32 smp, selatan 96,3 smp. Panjang antrian pada pendekat utara sebesar 180 meter, timur  178  meter,  selatan  294  meter.  Jumlah  kendaraan  terhenti  seluruh  simpang  0,80 stop/smp.Tundaan persimpangan rata.rata sebesar 40,76 det/smp. Besarnya kapasitas dan derajat kejenuhan hampir melewati batas yang disarankan, sehingga perlu perubahan lebar pendekat. Kata kunci : evaluasi, optimalisasi, simpang, Banyumanik
KARAKTERISTIK INFRASTRUKTUR RUMAH SUSUN DI KOTA YOGYAKARTA Kajian Terhadap Kenyamanan Penggunaan Infrastruktur Bangunan Mulyandari, Hestin; Pamungkas, Luhur Sapto
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.v18i2.7479

Abstract

Infrastructure of flats is an important of building, that researchers would analyzed of flats infrastructure existing in the city of Yogyakarta, such as flat of Juminahan, Cokrodirjan and Rogoyudan. This study aims to analyze the infrastructure of three public apartments in Yogyakarta, based on the advantages and disadvantages of physical discomfort and un-safety of public apartment’s users. The analysis resulted some conclusions, such as (1) the material of infrastructure access to the building is adequate, but has dangerous ramp, (2) water infrastructure is adequate, (3) pipe of sewage  is leaking, there are no sewage treatment, (4) Electrical Infrastructure is not good because the location of the electrical panel located on the outside of the building so prone to damage and the electricity network funneled into the building through the shaft and with the cable tray distributed throughout the room, (5) Condition of Fire Protections are much damaged, (6) The symbols of evacuation route path is incomplete, (7) Infrastructure of garbage disposal is not managed properly so that uncomfortable, (8) Lightning rod is adequate. Advantages and disadvantages of such infrastructure of public apartment may effect the users comfort, and this research will be useful for the next infrastructure planning. Kebutuhan Infrastruktur bangunan rumah susun menjadi hal penting. Sebelum merencanakan inovasi infrastruktur rumah susun di Kotamadya Yogyakarta, peneliti menganalisa kondisi eksisting infrastruktur dari tiga rumah susun sewa (rusunawa) di Kota Yogyakarta, yaitu dari karakteristik infrastruktur di Rusunawa Juminahan, Cokrodirjan dan Rogoyudan. Penelitian ini bertujuan menganalisa infrastruktur tiga rusunawa di Kotamadya Yogyakarta menurut keunggulan dan kelemahan fisik, ketidaknyamanan dan ketidakamanan pengguna rusunawa. Hasil analisa infrastruktur dari tiga rusunawa tersebut yaitu (1) material akses ke bangunan memadai, dan kemiringan ramp curam, (2) infrastruktur air bersih memadai, (3) infrastruktur air kotor, banyak pipa yang bocor, tidak terdapat pengolaha limbah, (4) Infrastruktur elektrikal tidak memadai karena letak panel listrik terdapat di luar bangunan sehingga rawan dengan kerusakan, (5) Kondisi sistem penanggulangan bahaya kebakaran banyak yang rusak, peralatannya hilang, (6) Jalur evakuasi tidak memadai karena simbol jalur evakuasinya tidak lengkap, (7) Infrastruktur persampahan shaft sampah dan penampungan sampah tidak dikelola dengan baik sehingga sampah berceceran dan menimbulkan bau yang tidak nyaman, (8) Penangkal petir cukup memadai sehingga bangunan aman terhadap petir. Analisa karakteristik tersebut berpengaruh terhadap kenyamanan penghuni rusunawa, dan dapat digunakan pada perencanaan infrastruktur rumah susun yang akan datang.
Evaluation of Historical Building Economic Value To Improve Company Revenue With Value Engineering Method Suwandari, Yunita Dian; Mirnayani, Mirnayani
Jurnal Teknik Sipil dan Perencanaan Vol 23, No 1 (2021)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v23i1.25944

Abstract

Abstract: Historical buildings have high historical, cultural, and architectural values. This research aims to provide an overview of the economic benefits for building owners when utilizing the building. Case studies, the qualitative methods and Value Engineering were used in this research. This study identified three building functions to add economic value and are feasible in terms of investment value. The buildings are a budget hotel, restaurant/cafeteria, and co – working space. IRR value for budget hotels is 14.29%; the NPV value is IDR 58,375,939,253; 14 years payback; the distribution of the financing scheme 30% landowners and 70% investors; 30-year concession. Restaurant / café and co – working space; the value of IRR is 12.47%; the value of NPV is IDR 4,727,841,299.58; Payback 8 years. This research is useful for historic building owners, government, and academics to utilize their assets to have economic value.  

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