cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
-
Editorial Address
-
Location
Kota malang,
Jawa timur
INDONESIA
Bangunan
Published by Universitas Negeri Malang
ISSN : 08522480     EISSN : 26210959     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Bangunan terbit minimal 1 (satu) kali setahun berisi gagasan konseptual, kajian teori, praktik, penelitian, dan pengajaran dalam bidang Teknik Bangunan.
Arjuna Subject : -
Articles 129 Documents
 9   10   11   12   13 
THREE-DIMENSIONAL SOIL PROFILE IMAGEMENT IN THE MANDALIKA CIRCUIT AREA WITH ROCKWORKS SOFTWARE AS FOUNDATION DESIGN CONSIDERATIONS Chandra, Fani Adhi
BANGUNAN Vol 27, No 1.1 (2022): BANGUNAN EDISI MARET SPESIAL
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v27i1.12022p%p

Abstract

Abstract: Soil investigation work is considered less important in the project because it lacks added value in the short term, therefore it will be kept to a minimum in order to reduce costs. In the implementation of the construction of the international Mandalika circuit project, there was a problem that became a reference for research, namely when the development process was running the owner asked for a new supporting building to be made. This requires the contractor to conduct a soil investigation to obtain a Soil Profile in the area. As an effort to make work efficiency and accuracy, the use of Rockworks software is very appropriate to be used in supporting soil investigation work to obtain soil profiles in the project. The data used in this study is data from field tests in the form of sondir and SPT drill data in the Mandalika circuit area. The data serves as input material for the Rockworks software in processing the data so that the overall soil profile is obtained through the interpolation method by the Rockworks software. In this study, there were 20 sondir and drill data points scattered in the Mandalika circuit area. From this data, it is processed using Rockworks software so that the overall soil profile input obtained can then be selected and presented in the area where the new supporting building will be built. In the presentation of the results of the software output, it can be divided into two parts, namely the three-dimensional model of the state of the soil profile below the surface and the cross-section generated from the three-dimensional model. The results of this study indicate that there are seven types of stratigraphy or layers produced using Rockworks software interpolation in the Mandalika circuit area. The layer consists of Silt-Hard, Clay-Stiff, Clay-Hard, Sand-Medium Dense, Sand-Dense, Sand-Very Dense, and Andesite soils which are scattered and form a subsurface profile in the Mandalika circuit area. The dominant layer is sand or sand, considering that the Mandalika circuit area is located on the shoreline, the rest can be found in layers of clay or clay and silt or silt. The building area shows that there are 5 types of soil, namely Clay-Stiff, Clay-Hard, Sand-Medium Dense, Sand-Dense, and Sand-Very Dense. In the track lane area, there are 4 types of soil, namely Clay-Stiff, Clay-Hard, Sand-Dense, and Sand-Very Dense.Keywords: soil investigation, soil profile, Rockworks software, Mandalika circuit project, three-dimensional model.
STUDI PENANGGULANGAN BANJIR KALI KETING KABUPATEN JEMBER S. Kamilia Aziz, Muhammad Abdul Rahman
BANGUNAN Vol 28, No 2 (2023): BANGUNAN EDISI OKTOBER
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v28i22023p%p

Abstract

Abstrak: Kali Keting is a river located in Jember Regency, East Java Province. The land use of the Keting River Watershed (DAS) is predominantly villages and rice fields. Some of the rice fields are in the middle and upstream of the Kali Keting watershed. On the upstream side, when there is a large discharge, overflow occurs. In fact, the overflow occurred for 5 days and inundated people's houses to a depth of 50 - 60 cm. And in the rice fields, flooding also occurred which inundated 157 ha of rice crops and 26.33 ha of sugar cane crops. So it is necessary to carry out studies for flood prevention. The methods used are the calculation of the planned pearson type 3 log rain analysis, the planned flood discharge calculation using the Nakayasu unit hydrograph method, hydraulic modeling using HEC-RAS software for existing and planned conditions, and discussion of the results of the hydraulic analysis. From the results of the analysis, it was found that action was needed in the form of river normalization. In critical gutters, reinforcement with lining is required.Keywords: Flood ; countermeasures ; hydraulics ; normalization
PENINGKATAN PEMAHAMAN SOAL HOTS SESUDAH MENEMPUH DAN SESUDAH PRAKTIK MATA KULIAH PEDAGOGIK MAHASISWA PROGRAM STUDI S1 PENDIDIKAN TEKNIK BANGUNAN Makhfudzi, Dicky Lutfi; Sutrisno, Sutrisno; Isnandar, Isnandar
BANGUNAN Vol 29, No 1 (2024): BANGUNAN EDISI MARET
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v29i12024p%p

Abstract

Abstrak:Keberadaan soal HOTS sangat penting sebagai salah satu alat mencapai tujuan pendidikan nasional. Namun demikian sebagian guru masih ada kendala dalam membuat soal HOTS. Mahasiswa calon guru secara bertahap disiapkan untuk mampu membuat soal HOTS yang baik. Penelitian ini bertujuan untuk mengetahui tahapan dan peningkatan pemahaman soal HOTS mahasiswa sebelum, sesudah menempuh mata kuliah pedagogic, dan sesudah praktik lapangan mata kuliah pedagogik. Teknik analisis dalam penelitian ini adalah deskriptif komparatif dengan oneway anova danuji scheffe dengan taraf signifikasi 0,05. Hasil penelitian menunjukkan pemahaman soal HOTS mahasiswa sebelum menempuh mata kuliah pedagogik sebesar 27,52 berada pada kategori kurang, sesudah menempuh mata kuliah pedagogik pemahaman mahasiswa sebesar 32,78 berada pada kategori cukup, dan sesudah menempuh praktik lapangan mata kuliah pedagogik pemahaman mahasiswa sebesar 49,52 pada kriteria baik. Terjadi peningkatan pemahaman soal HOTS mahasiswa secara signifikan setelah melaksanakan praktik lapangan mata kuliah pedagogic. Keikutsertaan kuliah teori pedagogic saja belum mampu meningkatkan pemahaman soal HOTS mahasiswa secara signifikan. Kata-kata kunci: pemahaman, soal hots, pedagogic. Abstract: The existence of HOTS questions is very important as one of the tools to achieve national education goals. However, some teachers still have obstacles in making HOTS questions. Teacher candidates are gradually prepared to be able to make good HOTS questions. This study aims to determine the stages and increase students’ understanding of HOTS before, after taking pedagogic courses, and after field practice of pedagogic courses. The analysis technique in this study is comparative descriptive with oneway anova and scheffe test with a significance level of 0.05. The results of thestudy showed that the understanding of HOTS problems of students before taking the pedagogic course was 27.52 in the poor category, after taking the pedagogic course the student understanding of 32.78 was in the sufficient category, and after taking the field practice of the pedagogical course the student understanding was 49.52 in the good criterion. There was a significant increase in students’ understanding of HOTS after carrying out field practice of pedagogic courses. Participation in pedagogic theory lectures alone has not been able to significantly improve students’ understanding of HOTS. Keywords: understanding, hots, pedagogic
VALUE ENGINEERING OF TOP STRUCTURE WORKS TO INCREASE BUDGET EFFICIENCY IN THE MALANG TRANSMART DEVELOPMENT PROJECT Edi Santoso, Rizki Amalia Dambayanti
BANGUNAN Vol 26, No 2.1 (2021): BANGUNAN EDISI OKTOBER SPESIAL
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v27i2.12022p%p

Abstract

Abstract:Value engineering is a creative approach that is systematically organized in analyzing the function of an item in order to be able to optimize costs by reviewing project stages and eliminating unnecessary costs. By applying value engineering, it is expected to produce lower cost alternatives without reducing the quality that has been determined. This study aims to determine the alternative design of efficient work methods, safety control on the design structure, and cost savings in the construction project of the Transmart Malang building. The value engineering analysis applied in this research includes the information stage, the speculation stage, the analysis stage, the development stage, and the final recommendation presentation stage. The analysis carried out on the Transmart Malang building construction project resulted in the work of the superstructure having a large enough cost, therefore it is necessary to do an alternative design and calculation of cost efficiency. After analyzing the Transmart Malang building construction project, it was found that the largest costs were on the work of columns, beams, and floor slabs. In column work, an alternative is the use of the fabrication precast column method with savings ofRp 304,040,832.00 or 3.431%from the initial design. In beam work, an alternative is the use of the precast beam fabrication method with savings ofRp 994.312.116.00 or 7.757%from the initial design. While on the floor slab work, an alternative is the use of the half slab slab method with a savings of Rp. 794,344,675.00 or 2,055% from the initial design. So that in the final analysis, the results of the savings on all structural work are Rp. 2,092,697,624.00 or 3.119% of the initial design.Keywords: Value Engineering, Floor Plates, , Beams, Columns, Cost Savings
PERFORMANCE OF AC-BC MIXTURE WITH ACRYLONITRILE BUTADIENE STYRENE (ABS) PLASTIC ADDITIONAL ASSESSMENT FROM MARSHALL'S PARAMETERS Pranoto, Rizal Prasetyo
BANGUNAN Vol 27, No 1.1 (2022): BANGUNAN EDISI MARET SPESIAL
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v27i1.12022p%p

Abstract

Abstract: The problem that is often encountered in Indonesia is road damage, especially on roads with heavy traffic volume. On the other hand, Indonesia is a country that is included in the largest producer of plastic waste in the world. Efforts are needed to reduce plastic waste and to improve the quality and performance of the pavement layer, then asphalt modification with plastic added materials can be a solution. Therefore, this research uses ABS plastic waste added material to reduce waste. The purpose of this research is to describe the characteristics of the constituent materials in the AC-BC mixture with the addition of ABS, describe the effect of pavement on the AC-BC mixture using ABS added material in terms of Marshall parameters, describe the performance Residual Strength Index (IKS) on AC-BC asphalt mixture using ABS added material. The research design includes the stages of material preparation in the form of aggregate, asphalt, filler, ABS added material. Then make the test object using asphalt content of 5%, 5.5%, 6%, 6.5%,7%, and the Marshall test is carried out to obtain the Optimum Asphalt Content (KAO). Second, make KAO test objects with ABS at levels of 0%, 1.5%, 3%, 4.5%, and 6% by wet method and tested by Marshall to get KABSO (Optimum Acrylonitrile Butadiene Styrene Levels). Then, make the KAO test object with the addition of ABS to get the IKS value by immersing it for 30 minutes and 24 hours. The results obtained made KAO specimens with ABS at levels of 0%, 1.5%, 3%, 4.5%, and 6% by wet method and tested by Marshall to get KABSO (Optimum Acrylonitrile Butadiene Styrene Levels). Then, make the KAO test object with the addition of ABS to get the IKS value by immersing it for 30 minutes and 24 hours. The results obtained made KAO specimens with ABS at levels of 0%, 1.5%, 3%, 4.5%, and 6% by wet method and tested by Marshall to get KABSO (Optimum Acrylonitrile Butadiene Styrene Levels). Then, make the KAO test object with the addition of ABS to get the IKS value by immersing it for 30 minutes and 24 hours. The results obtainedthe constituent materials of AC-BC have met the 2018 Bina Marga specifications and obtained an KAO of 6.5%.The addition of ABS in the asphalt makes the mixture harder, which is indicated by a decrease in the value of penetration and ductility and an increase in the softening point of the asphalt. In addition, the addition of ABS in asphalt makes the flash point value and asphalt burn decrease.Marshall AC-BC performance with ABS obtained stability values, MQ, and VFA increased, then flow, VIM, and VMA values decreased. The optimum ABS content was obtained at 3%, the IKS value in the AC-BC mixture with the addition of ABS obtained the highest IKS value at the addition of 4.5% ABS.Keywords: acrylonitrile butadiene styrene, ac-bc, marshall parameters
ANALYSIS OF DOMINANT FACTORS AFFECTING QUALITY PERFORMANCE ON HOUSING PROJECTS IN BANYUWANGI REGENCY Gilang Id’fi, Umi Mutoharoh
BANGUNAN Vol 26, No 2.1 (2021): BANGUNAN EDISI OKTOBER SPESIAL
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v27i2.12022p%p

Abstract

Abstract: During ten years the population increased by 32.56 million people. The backlog figure in 2015 was 11.5 million housing units. The demand for housing increases annually by 1.46 million while the supply capacity is 400 thousand housing units. So, there is still a gap of 1.06 million units per year. This gap is a backlog that will increase every year if housing development cannot keep up with the demand for housing. The development of the real estate sector in Banyuwangi is experiencing constant growth. In 2012, the real estate sector grew by 7.11% and then rose to 8.30% in 2013. In 2014 the real estate grew by 9.79%. Housing continues to develop as seen from the number of housing areas until 2018 around 204 locations. The increase in the number of developers in Banyuwangi Regency has not been accompanied by an increase in performance. As happened in the Bumi Emas Residence Housing, it did not match the working drawings. The purpose of this study is to describe the dominant factors that affect the performance of housing quality. As well as describe the factors that affect the quality performance in luxury, medium, and simple housing types. The design of this research is to use the type of quantitative descriptive research. The method used is AHP (Analytical Hierarchy Process) with the help of Expert Choice 11 software. Primary data was obtained from distributing questionnaires. The population in this study is the staff of luxury type housing developers, medium type housing developers, Bumi Emas Residence developers or simple type housing. Determination of research samples using purposive sampling technique. So that the number of samples was determined by 39 staff developers. Respondents in this study were directors, commissioners, financial staff, technical staff, field supervisors, foreman. Based on the results of data analysis, it is concluded that the dominant factor affecting quality performance in housing projects is the human resource factor. Factors that affect the type of luxury housing is human resources. Factors that affect the quality performance of the medium type housing is the implementation method. Factors that affect the quality performance of simple type housing is the work environment factor. Keywords: Quality Performance, Housing Project, Analytical Hierarchy Process
THE BEHAVIOR OF SELF COMPACTING CONCRETE BEAMS REINFORCED STEEL ROUND HOLLOW PIPE IN Fc' 25 MPa CONCRETE N. Bambang Revantoro, Arry Naufal
BANGUNAN Vol 27, No 1.1 (2022): BANGUNAN EDISI MARET SPESIAL
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v27i1.12022p%p

Abstract

Abstract: This research examines the behavior of Self Compacting Concrete beams reinforced with round hollow steel pipes on fc' 25 MPa concrete which aims to determine the effect of both types of reinforcement characteristics on flexural capacity, deflection, and crack patterns in self-compacting concrete beams reinforced with round hollow steel pipes size 1.8 x 16 x 1000 mm and plain steel reinforcement ∅10 which is used as longitudinal reinforcement. The specimen of a reinforced concrete beam with a dimension was 12 cm x 18 cm x 100 cm used 2 types of longitudinal reinforcement. BTH beams use longitudinal reinforcement from round hollow pipe steel reinforcement measuring 1.8 x 16 x 1000 mm and BTK beams use longitudinal reinforcement from steel reinforcement plain ∅10 while the stirrup reinforcement used steel reinforcement ∅6. Based on the research results, the average flexural capacity of BTK beams is 16.50 MPa and the average flexural capacity of BTH beams is 16.41 MPa. The test results of the maximum deflection of the BTK beam are 9.83 mm and the average maximum deflection of the BTH beam is 7.84 mm. The flexural capacity between the two types of beams does not have a significant difference. The maximum deflection that occurs from the BTK beam and the BTH beam does not have a significant difference. The crack pattern of all beam specimens is categorized as a flexural crack.Keywords: beam behavior, self-compacting concrete beams, round hollow pipe, steel reinforcement, concrete fc' 25 MPa
PERBANDINGAN DAN PENILAIAN PEMELIHARAAN FASAD CW DAN ACP BANGUNAN GEDUNG TERHADAP PERMEN PU NO.24/PRT/M/2008 Imam Alfianto, Indah Lestari
BANGUNAN Vol 27, No 1.1 (2022): BANGUNAN EDISI MARET SPESIAL
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v27i1.12022p%p

Abstract

Abstract : Façade maintenance is often neglected and seems imprecise due to many factors, one of which is the location of the facade which is quite difficult to reach. Whereas maintenance on the facade is very important because the facade is the earliest part that is seen from a building and becomes a characteristic of the building, the maintenance applied should not be modest, but must be optimal and heed the relevant regulations. This study reviews by comparing and assessing the maintenance of the facade of the curtain wall material and aluminium composite panel with the Minister of Public Works Regulation No. 24/PRT/M/2008. Data collection methods used are interviews and questionnaires and to analyse using qualitative descriptive methods and percentages. From this method, it is possible to investigate the comparison of procedures in the field with procedures based on Permen PU No.24/PRT/M/2008 and the level of conformity of the procedures under review. Based on the results of the comparative analysis, the two procedures have similarities and differences, the procedures in the field as a whole are not in accordance with the procedures for the Minister of Public Works No. 24/PRT/M/2008, but the procedures in the field also have their own advantages. Based on the assessment, the level of conformity of the procedures in the field with the Minister of Public Works No. 24/PRT/M/2008 overall reached 86.64%. Meanwhile, based on the grouping of respondents, the score was 66.17% for group I, 78.95% for group II and 91.14% for group III. The overall results stated that the maintenance carried out was not fully in accordance with the regulations, but the results obtained showed good results, where the percentage obtained was more than 50%, this indicates that more than half of the maintenance was carried out by heeding the regulations. Keywords : Maintenance, Facade, Curtain Wall, Aluminum Composite Panel.
PENGARUH PENGALAMAN MENGAJAR DAN JENIS PENDIDIKAN TERHADAP PEMAHAMAN DIMENSI PENGETAHUAN GURU SMK Hidayati, Ana Nur
BANGUNAN Vol 29, No 1 (2024): BANGUNAN EDISI MARET
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v29i12024p%p

Abstract

Abstrak:Tujuan penelitian ini adalah (1) mengetahui pemahaman guru tentang dimensi pengetahuan, (2) mengetahui pengaruh pengalaman mengajar guru terhadap pemahaman dimensi pengetahuan, dan (3) mengetahui pengaruh jenis pendidikan guru terhadap pemahaman dimensi pengetahuan. Penelitian ini termasuk dalam penelitian deskriptif korelasional dengan pendekatan kuantitatif. Sampel penelitiannya adalah 34 guru di SMKN 1 Blitar. Instrumen yang digunakan adalah angket untukvariabel pengalaman dan jenis pendidikan guru. Serta pedoman penilaian untuk variabel pemahaman guru pada dimensi pengetahuan. Hasil analisis data menunjukkan bahwa: (1) pemahaman guru SMK terhadap dimensi pengetahuan termasuk dalam kategori cukup dengan nilai terendah sebesar 66,67 nilai tertinggi sebesar 86,67 serta nilai rata-rata sebesar 75,49. (2) Tidak ditemukan pengaruhyang signifikan dari pengalaman mengajar guru terhadap pemahaman dimensi pengetahuan (3) Tidak terdapat pengaruh yang signifikan dari jenis pendidikan guru terhadap pemahaman dimensi pengetahuan, akan tetapi terdapat kecenderungan guru dengan jenis pendidikan S1 Kependidikan memiliki pemahaman yang lebih baik dibanding guru dengan jenis pendidikan S1 Non Kependidikan. Kata-kata kunci: dimensi pengetahuan, pemahaman guru, jenis pendidikan, pengalaman mengajar Abstract: The aims of this research are (1) to determine teachers’ understanding of the dimensions of knowledge, (2) to determine the influence of teachers’ teaching experience on understanding the dimensions of knowledge, and (3) to determine the influence of the type of teacher education on understanding the dimensions of knowledge. This research is included in correlational descriptive research with a quantitative approach. The research sample was 34 teachers at SMKN 1 Blitar. The instrument used was a questionnaire for the variables of experience and type of teacher education. As well as assessment guidelines for teacher understanding variables in the knowledge dimension. The results of data analysis show that:(1) Vocational school teachers’ understanding of the dimensions of knowledge is included in the sufficient category with the lowest score being 66.67, the highest score being 86.67 and the average score being 75.49. (2) There was no significant influence of the teacher’s teaching experience on understanding the dimensions of knowledge (3) There was no significant influence of the type of teacher education on the understanding of the dimensions of knowledge, but there was a tendency for teachers with a bachelor’s degree in education to have a better understanding than teachers. with the type of non-educational S1 education. Keywords: dimensions of knowledge, teacher understanding, type of education, teaching experience
ANALISIS FAKTOR-FAKTOR YANG MEMENGARUHI PERUBAHAN KONTRAK LUMP SUM PADA PROYEK KONSTRUKSI DI KOTA MALANG Made Wena, Helmi Fauzan Fadhillah
BANGUNAN Vol 26, No 2.1 (2021): BANGUNAN EDISI OKTOBER SPESIAL
Publisher : Universitas Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17977/um071v27i2.12022p%p

Abstract

Abstrak: Secara umum, proyek konstruksi dianggap sebagai sebuah sektor yang memiliki banyak risiko. Oleh karena itu, kontrak konstruksi memililki peranan penting dalam perencanaan, pelaksanaan dan pengendalian proyek konstruksi. Kontrak lump sum merupakan kontrak dengan ruang lingkup pekerjaan dan jumlah harga yang pasti dan tetap dalam batas waktu tertentu namun dalam pelaksanaannya sering ditemukan terjadi perubahan kontrak selama proses pelaksanaan proyek konstruksi. Tujuan penelitian ini adalah mendeskripsikan faktor-faktor yang mempengaruhi perubahan kontrak lump sum pada proyek konstruksi di Kota Malang dan menentukan faktor terbesar yang mempengaruhi perubahan kontrak lump sum pada proyek konstruksi di Kota Malang. Rancangan penelitian ini adalah deskriptif, kuantitatif dan korelatif. Metode pengumpulan data yang digunakan adalah kuesioner. Populasi penelitian ini adalah pelaksana konstruksi aktif menurut data dari Layanan Pengadaan Secara Elektronik (LPSE) tahun 2021-2022 di Kota Malang dengan sampel responden sebanyak 32 pelaksana konstruksi. Data primer diperoleh dari penyebaran kuesioner, kemudian dilakukan uji validitas dan reliabilitas untuk mendeskripsikan faktor-faktor yang mempengaruhi perubahan kontrak lump sum pada proyek konstruksi di Kota Malang dan analisis regresi logistik untuk menentukan faktor terbesar yang mempengaruhi perubahan kontrak lump sum pada proyek konstruksi di Kota Malang. Hasil penelitian ini diperoleh hirarki kriteria dengan bobot yaitu: (1) Faktor pengguna jasa sebesar 26,6%, (2) Faktor penyedia jasa sebesar 25,8%, (3) Faktor kontrak sebesar 21,6%, (4) Faktor lingkungan sebesar 14,9%, dan (5) Faktor pihak ketiga sebesar 11,1%. Hasil bobot prioritas tertinggi untuk masing-masing sub kriteria yaitu: (1) Faktor pengguna jasa, permintaan pengguna jasa sebesar 39,1%), (2) Faktor penyedia jasa, permintaan penyedia jasa sebesar 45,8%, (3) Faktor pihak ketiga, permintaan perubahan oleh PGN sebesar 51,7%, (4) Faktor kontrak, perubahan desain/ perencanaan sebesar 19,5%, (5) Faktor lingkungan, Geologi tanah di lokasi proyek sebesar 36,3%.Kata kunci: analisis regresi, kontrak lump sum, faktor-faktor perubahan kontrak, proyek konstruksi.

Page 11 of 13 | Total Record : 129

 9   10   11   12   13 

Filter by Year

2017 2025


Reset
Filter By Issues
All Issue Vol 30, No 1 (2025): BANGUNAN EDISI MARET Vol 29, No 2 (2024): BANGUNAN EDISI OKTOBER Vol 29, No 1 (2024): BANGUNAN EDISI MARET Vol 28, No 1 (2023): In-Press Maret 2023 Vol 28, No 2 (2023): BANGUNAN EDISI OKTOBER Vol 28, No 1 (2023): BANGUNAN EDISI MARET Vol 27, No 1.1 (2022): BANGUNAN EDISI MARET SPESIAL Vol 27, No 2 (2022): BANGUNAN EDISI OKTOBER Vol 27, No 1 (2022): BANGUNAN EDISI MARET Vol 26, No 2.1 (2021): BANGUNAN EDISI OKTOBER SPESIAL Vol 26, No 2 (2021): BANGUNAN EDISI OKTOBER Vol 26, No 1 (2021): BANGUNAN EDISI MARET Vol 25, No 2 (2020): BANGUNAN EDISI OKTOBER Vol 25, No 1 (2020): BANGUNAN EDISI MARET Vol 24, No 2 (2019): BANGUNAN EDISI OKTOBER Vol 24, No 1 (2019): BANGUNAN EDISI MARET Vol 23, No 2 (2018): BANGUNAN EDISI OKTOBER Vol 23, No 1 (2018): BANGUNAN EDISI MARET Vol 22, No 2 (2017): BANGUNAN EDISI OKTOBER Vol 22, No 1 (2017): BANGUNAN EDISI MARET More Issue