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Jurnal Teknik Sipil dan Arsitektur
Published by Universitas Tunas Pembangunan Surakarta
ISSN : 28079418     EISSN : 25982257     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil dan Arsitektur dibentuk sebagai wadah publikasi karya ilmiah dibidang teknik sipil dan arsitektur.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 350 Documents
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PENGARUH LIGHT SHELF STATIS TERHADAP KINERJA PENCAHAYAAN ALAMI KANTOR OPEN-PLAN Hasya, Astrini Hadina; Nastiti, Ratna Andriani; Rachman, R. Ayu Firdausi Novira; Dewi, Riza Septriana; Artito, Ihza Rangga
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4276

Abstract

An office with an open-plan system is a popular building today with the complexity of activities and user needs. The advantages of saving space and making a spacious impression make open-plan offices popular. The main activity of the office as a place to work requires optimal daylighting to accommodate all its main activities during office hours. This study is a quasi-experimental research evaluating natural lighting performance in office buildings. The consideration of office building was chosen based on the general open-plan office criteria. The problem of uneven daylighting in the office space demands a system to increase daylighting performance. The use of lightshelf as a natural shading system is proposed as an alternative to increase daylighting performance, which is computationally simulated using Ecotect with the Radiance plug-in. Data collection techniques are carried out through computer simulation modeling and literature studies. It is hoped that the results of this study can add insight and be used as an alternative to daylight shading systems.
TIPOLOGI BENTUK DAN DENAH RUMAH JOGLO MILIK PETANI JAWA DI PEDESAAN Wibawa, Baju Arie; Suprapti, Atik; Setioko, Bambang
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4296

Abstract

Pondokrejo Joglo Village is a traditional Javanese settlement with many joglo houses that are preserved both in terms of physical and socio-cultural aspects. This research was conducted to find a typology of roof shapes and house plans in Pondokrejo Village, Rembang. This research uses a descriptive method, with qualitative-descriptive analysis, and a typological approach through data collection in the field. This typology categorizes types based on the similarity of roof shapes and floor plan configurations used in each house. The results show that there are several types of house forms, namely Joglo, Wedhok (Bekuk Lulang), Paris (Limasan), and Sinom. The Tajug form is only used for mosques, and the Panggang Pe form is only for warehouses, bathrooms, stalls, huts, and others. The plan configuration varies from one building to three buildings. There is one similarity between the buildings, which is that the Joglo house is always at the front, however, there is an exception for the Sinom house, which is an embodiment of the 'pacekan Joglo' that functions as a pendopo-like building in the Javanese house concept. The "sinom" and "wedhok" house forms are building forms that already have a "soko guru" that can later be upgraded or transformed into a joglo.
KOMPARASI ANALISIS BANGUNAN PENGAMAN LERENG MENGGUNAKAN METODE LOAD RESISTANCE FACTOR DESIGN DAN ALLOWABLE STRESS DESIGN Harjanto, Furqaan; Rofiyantama, Dega; Maharani, Mentari Putri
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4366

Abstract

Retaining walls are important structures in civil construction used to resist soil and water pressure. Two common methods used for retaining wall analysis are the Load and Resistance Factor Design (LRFD) and Allowable Stress Design (ASD) methods. LRFD is based on the principle of probabilistic balance and considers an explicit safety factor to ensure that the capacity of the structure is greater than the loads that may occur, while ASD is based on the principle that the stresses acting on the structure should not exceed the allowable stresses for the material and is simpler than the LRFD method, but does not consider the safety factor explicitly and does not account for uncertainties in materials, loads and analysis. With the different approaches in LRFD and ASD analysis, this study aims to compare the analysis results with LRFD and ASD approaches in the case of a secant pile-type retaining wall on the slope of river X where the initial analysis used the ASD approach. Secondary data in the form of soil data and river slope cross sections were obtained from the previous planning consultant, then the analysis was carried out with GEO5 software. The initial model was created first with the same parameters as the previous planning in order to provide the same penetration, displacement and internal force requirements as the planning consultant. The same model in the analysis results will be used as an analysis model for the LRFD approach and the analysis results in the LRFD model will be compared with the analysis model in the ASD approach. Based on the results of the LRFD analysis on the Strength boundary condition, it was found that the LRFD method gave a penetration depth 21.7% greater than ASD, moment force 40% greater than ASD and shear force 7.8% greater than ASD. A more detailed approach needs to be carried out on other boundary conditions such as Service and Extreme in order to provide more optimal comparison results
PERENCANAAN JARINGAN AIR BERSIH KELURAHAN TANJUNG MAS KECAMATAN SEMARANG UTARA Ikhwanudin, Ikhwanudin; Ningtyas, Octavia Surya; Riana, Tasya Dyah Nov; Yudaningrum, Farida
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4370

Abstract

Air merupakan salah satu sumber pokok kebutuhan yang sangat dibutuhkan oleh makhluk hidup terutama manusia. Biasanya air digunakan untuk kebutuhan sehari-hari, sarana transportasi, maupun kebutuhan untuk keberlangan industri. Kelurahan Tanjung Mas menjadi salah satu daerah pesisir di Kota Semarang. Pertumbuhan kota-kota di wilayah pesisir menyebabkan beberapa permasalahan di masyarakat, terutama kebutuhan air bersih. Sumber mata air dan jaringan pendistribusian air bersih yang kurang memadai disinyalir sebagai faktor utamanya. Tanjung Mas didominasi dari air artesis sebesar 83%. Jumlah penduduk yang juga semakin menurun akibat dari migrasi tiap tahunnnya juga mempengaruhi penggunaan air bersih. Dengan adanya hal tersebut, perlu adanya pengembangan sistem jaringan distribusi dengan bantuan aplikasi Epanet 2.2. Penelitian ini menggunakan metode kuantitatif, Berdasarkan hasil penelitian, kapasitas debit terpasang 14,59 liter/detik masih dapat memenuhi pelanggan. Jumlah kebutuhan air bersih pada kondisi eksisting 2023 yaitu sebesar 6,2 liter/detik dengan jumlah pelanggan sebesar 2.976 SR. Fenomena penurunan jumlah penduduk di Kelurahan Tanjung Mas membuat penelitian ini membuat desain baru dengan mengubah aliran dari IPA Gajah Mungkur ke IPA Kudu.
TERAK NON-BESI SEBAGAI TAMBAH SEMEN PORTLAND PADA BETON STRUKTURAL Yansiku, Sandy I.; Duran, Yohanes G.G.L.
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4453

Abstract

The degradation in environmental grade and generating concrete with low level of ordinary Portland cement have emerged intention for researchers to produce concrete with slag-based substitutional material. The utilization of slag as a partial substitution of cementitious material in concrete has encountered the need of more sustainable materials in the concrete technology. In contrast, the application of non-ferrous slag (NFS) as substitution of the ordinary Portland cement is not well focused despite the largely global slag deposit and the application in concrete technology. Worldwidely immense deposit of various non-ferrous slag from mining and manufacturing process can be used in generating high performance concrete. On that account, this paper provides a critical review of recent studies concerning the non-ferrous based slag as the substitution of regular Portland cement. Production techniques, properties and the applications of NFS for high strength concrete are also examined. Cement with nickel and copper slag addition with high silica content has the potential to increase concrete durability with proper curing method due to better hydration process and low porosity. The maximum 15% non-ferrous slag addition in total cement weight at high water cement ratio increases concrete compressive strength by up to 30%. Substitution of non-ferrous slag for the ordinary Poertland cement in concrete has great potential to overcome stock waste issues, to reduce carbon dioxide emission and consequently reduce global energy consumption as an environmentally friendly approach.
ANALISIS TINGKAT KOMPONEN DALAM NEGERI (TKDN) PADA PROYEK RENOVASI RUMAH DINAS KANTOR PELAYAN PAJAK DI KABUPATEN SIKKA kaidu, Triapriono; Soludale, Anastasia M.N.
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4455

Abstract

The primary objective of this study is to analyze the domestic content components in the renovation project of the KPP Pratama Maumere official residence. Domestic content is a strategic government policy based on several perspectives. Specifically, this policy is implemented to encourage demand for local products and labor while strengthening the local economic base. This research employs a descriptive quantitative approach to evaluate quantitative data related to materials, labor, and services used in the project. The findings reveal that the final domestic content value percentage (TKDN) for the renovation project of the KPP Pratama Maumere official residence, influenced by the use of local materials, reaches 70.40%. This indicates that the project has exceeded the minimum TKDN threshold of 35%. Thus, no evaluation or financial penalties are required, as these are only applicable if the project fails to meet the established minimum TKDN threshold. The study highlights that material components have the most significant influence on the final TKDN value of this project
Sistematic Literatur Review (SLR) : TINJAUAN REGULASI GLOBAL TERHADAP BAKU MUTU GETARAN AKIBAT AKTIVITAS TRANSPORTASI DI INDONESIA Handayani, Dewi; Mahmudah, Amirotul M. H.; Triharningsih, Septia Nur
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4469

Abstract

Transportation modes, whether land, sea, or air, can cause significant vibration impacts that can disturb the surrounding environment. The vibrations caused by the three modes of transportation are ground vibrations that impact people in the environment around the transportation mode. Vibration impacts from these modes of transportation must be controlled through strict regulations for human comfort and health and to maintain the integrity of building structures around the operating area. Indonesia has regulations regarding vibration quality standards regulated in KepMenLH No. 49 of 1996 concerning vibration levels due to facilities and infrastructure for human activities. Various countries also have updated regulations for transportation vibration levels such as Japan, Germany, Australia, and others. The latest transportation vibration quality standard regulations are more comprehensive, making it possible to control vibration impacts more effectively. This research aims to review the regulation of vibration quality standards in Indonesia due to transportation activities with global regulations at both national and international levels. Through comparative descriptive analysis, this research will identify shortcomings in Indonesian regulations and provide recommendations for improvement. The result of this research is that Indonesia's regulations require updating to ensure that the standards used remain relevant and effective in facing future vibration challenges. However, as the majority of countries in the world still use the vibration parameters used in KepMenLH No. 49, these parameters are still sufficient.
PERBANDINGAN HASIL PENGUKURAN GETARAN MENGGUNAKAN ACCELEROMETER TYPE PIOZOELECTRIC CRYSTAL (PCB) DENGAN TYPE MICRO ELECTRO MECHANICAL SYSTEM (MEMS) Bhara, Firnimus
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4509

Abstract

The periodic vibration parameters are deviation, velocity, and acceleration, and the measuring instruments for the three parameters are called displacement pickups, velocity pickups, and accelerometers respectively. Recently, many other materials have been discovered for measuring vibrations called MEMS (Micro Electro Mechanical System) which provide an output in the form of a voltage so that it does not require an amplifier/charge amplifier. This MEMS technology accelerometer will replace the piezoelectric crystal (PCB) technology accelerometer. This research aims to determine the comparison of vibration measurement results from the two types of accelerometers. Both types of accelerometers are placed at the end of a metal plate which is clamped at the other end. The iron plate is vibrated by providing an impact and the vibration response is recorded by Dewesoft, the vibration response is also recorded in ambient conditions. From the results of vibration measurements in ambient conditions and given impact forces, these two types of accelerometers produce the same natural frequency values, while the amplitude values ??in the form of acceleration values ??have a difference of 4.75% for impact forces and 11.35% for ambient conditions.
PERENCANAAN STRUKTUR BANGUNAN GEDUNG ASRAMA MAHASISWA SISTEM RANGKA PEMIKUL MOMEN KHUSUS 6 LANTAI DI PABELAN KABUPATEN SUKOHARJO PROVINSI JAWA TENGAH Pancawati, Vitria; Arumningsih, Dian; Priyanto, Kusdiman Joko
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4513

Abstract

Many students at the Muhammadiyah University of Surakarta come from outside the city and even abroad and need supporting facilities to support learning at the Muhammadiyah University of Surakarta, so it is necessary to have supporting facilities in the form of temporary housing in the form of student dormitories. This plan aims to analyze the load and determine the dimensions and requirements for the reinforcement used. The planning of the Student Dormitory Building is included in Seismic Design Category D. So it is planned using the Special Moment Resisting Frame System (SRPMK) method based on SNI 2847:2019 utilizing the help of the SAP2000 V.22 program. The roof plate is 100 mm thick with support reinforcement in the x and y directions Ø10–150 mm and field reinforcement in the x and y directions Ø10–200 mm. The floor plate is 120 mm thick with support reinforcement in the x and y directions Ø10–140 mm and field reinforcement in the x and y directions Ø10–180 mm. Beam 1 dimension 250x400mm with top support reinforcement 4D16mm, middle 2Ø13, bottom 3D16mm, shear 3Ø10–80 mm and field reinforcement top 3D16mm, middle 2Ø13, bottom 3D16mm, shear 3Ø10–100 mm. 2-dimensional beam 250x350mm with top support reinforcement 4D16mm, middle 2Ø13, bottom 3D16mm, shear 3Ø10–70mm and field reinforcement top 3D16mm, middle 2Ø13, bottom 3D16mm, shear 3Ø10–100 mm. Column 1 dimensions 500 x500 mm with longitudinal reinforcement 16D16mm and shear reinforcement Ø10–90 mm. Column 2 dimensions 450 x 450 mm with longitudinal reinforcement 16D16mm and shear reinforcement Ø10–90mm. 150mm thick shear wall with 2Ø16–300 mm horizontal and vertical reinforcement. Drilled pile foundation with a depth of 8000 mm, pile diameter 800mm with 16D22 shear reinforcement Ø10–180 mm, and pile cape dimensions Lx and Ly 4000 mm, thickness 800 mm with reinforcement in the x and y directions D13–100 mm
ANALISIS DAYA DUKUNG TIANG PANCANG STEEL PIPE PILE BERDASARKAN DATA KALENDERING DAN PDA TEST (Studi Kasus: Project Strengthening Jetty 1 & Jetty 2 PLH Existing, Desa Paring Lahung, Kec. Montallat, Kab. Barito Utara, Kalimantan Tengah) Kukuh Kurniawan Dwi Sungkono; Arbianto, Reki; Wijayanti, Paska; Prasetyo, Erwin Aji; Kurniawan, Rizal
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4606

Abstract

In the field of construction, particularly in geotechnical engineering, uncertainties in foundation design approaches are frequently encountered. Geotechnical uncertainties, especially in foundation design, pose complex challenges due to the heterogeneous nature of soil and data limitations. Dynamic load testing on pile foundations is an alternative method to static load testing in geotechnical engineering for evaluating pile capacity and behavior. The results of this analysis will be compared to the design capacity of pile foundations in the breasting dolphin structure. This study on a breasting dolphin structure utilizing Steel Pipe Pile (SPP) foundations with a diameter 610 mm. PDA tests were conducted on piles at points G6-23, G7-33, G7-38, and G8-46. The study begins with a literature review to comprehend methods and theories related to pile capacity analysis based on calendaring and PDA testing. Calendaring data were analyzed using empirical methods such as the Hiley Formula to estimate the dynamic bearing capacity of each pile. The pile capacity calculated using the Hiley Formula is generally higher than the results obtained from the Case Method and CAPWAP Analysis. The relationship between pile capacity based on the Hiley Formula (calendaring) and the Case Method (PDA test) yielded a linear regression equation of y = 1.0785x - 983.07 with R² = 0.2385, indicating a weak correlation. Meanwhile, the relationship between pile capacity from the Hiley Formula (calendaring) and CAPWAP Analysis (PDA test) resulted in a linear regression equation of y = -0.006x + 2909.8 with R² = 1×10?¹, indicating almost no linear correlation between the two.

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