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Firnimus Konstantinus Bhara
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Program Studi Teknik Sipil dan Program Studi Teknik Arsitektur Fakultas Teknik Universitas Nusa Nipa Jl. Kesehatan No. 3 Maumere, Flores – NTT Tlpn. (0382) 22388Program Studi Teknik Sipil dan Program Studi Teknik Arsitektur Fakultas Teknik Universitas Nusa Nipa Jl. Kesehatan No. 3 Maumere, Flores – NTT Tlpn. (0382) 22388
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Kab. sikka,
Nusa tenggara timur
INDONESIA
Jurnal Siartek
Published by Universitas Nusa Nipa
ISSN : 24428299     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Mechanical Engineering Transportation
Jurnal Teknik Sipil dan Arsitektur adalah jurnal ilmu dan penerapan bidang Teknik Sipil dan Teknik Arsitektur yang terbit dua kali dalam setahun, pada bulan April dan Oktober sejak tahun 2015. Artikel dapat berupa produk penelitian, pemikiran ilmiah atau studi kasus, dalam teknik sipil dan arsitektur yang belum pernah dipublikasikan di jurnal ilmiah atau media lain. SIARTEK mengundang peneliti dan praktisi di bidang teknik sipil dan arsitektur untuak mempublikasikan karyanya dalam bahasa Indonesia maupun bahasa Inggris ke jurnal SIARTEK.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 108 Documents
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HUBUNGAN ANTARA PENERAPAN SISTEM KESELAMATAN DAN KESEHATAN KERJA DAN PRODUKTIVITAS PEKERJA PADA PROYEK PEMBANGUNAN GEDUNG DI KABUPATEN SIKKA Yuyun Inayah; Triapriono Kaidu
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 11 No 1 (2025): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

Occupational safety and health are essential considerations in the construction sector. This research aims to assess the impact of safety and health on worker productivity in buiding construction projects in sikka regency. A quantitative approach was employed, with data analysed using descriptive statistics. The respondents for this study were selected through purposive sampling, resulting in a total sample size of 40 participants. The data collection method involved distributing questionnsires directly to the participans. Data analysis utilizes IBM SPSSS Statistics Version 20, which incorporates various techniques, including descriptive statistical tests, validity assessments, reliability evaluations, classical assumption checks, multiple linear regression analysis, and hypothesis testing using t-tests and F-tests. The research findings show that accupational safety and health do not impact worker productivity in building construction projects in Sikka Regency individualyy and collectively.
ANALISIS PERBANDINGAN BIAYA KONSTRUKSI MATERIAL BAJA DAN MATERIAL BETON PADA PEMBANGUNAN MALL PELAYANAN PUBLIK DI JALAN ELTARI KECAMATAN ALOK KABUPATEN SIKKA Yohana Ema Muda; Margaretha Yuneta; Triapriono Kaidu
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 11 No 1 (2025): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

Reinforced concrete plays a scurecal role in the construction industry. The primary components of concrete are cement,fine aggregate (sand),coarse aggregate (gravel), and water,with the potential addition of chemical additives to enhance its uality.On the other hand, steel stuctures are excellent for earthuake resistance due to the material’s superior strength and ductility compared to otherstructural materials like concrete.The purpose of this research is to determine the budget for reinforced concrete structures, compare the costs between steel and reinforced concrete construction, and evaluate the cost difference between steel and reinforced concrete sctructures. The public service mall project data indicates that a steel structure was used.The results of the cost comparison showed that steel sctructures are more economical. The cost for the existing steel constuction was 1.390.830.035,73, while the cost for concrete concstruction was 1.572.927.091,00 , resulting in a cost difference of 182.092.055,27
PENGARUH KADAR FILLER ABU BATU TERHADAP FLEKSIBILITAS PADA CAMPURAN ASPAL BETON HRS-BASE (KECAMATAN WAIGETE, KABUPATEN SIKKA) Abdul Jabbar Adhim Husada; Yono Putra; Dedi Imanuel Pau
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 11 No 2 (2025): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

Road construction carried out today is faced with improving quality and saving construction costs. The development of research on road pavement construction materials, especially flexible pavement, is directed at efforts to utilize local materials and is adapted to the conditions of the area where the paving construction will be carried out. To determine how much influence the HRS-Base asphalt concrete mixture using rock ash filler has on the optimum asphalt content value. To obtain optimal mixture variations in achieving VIM value stability at asphalt content of 5.5% 83.99%, 6.0% 79.03%, 6.5% 78.20%. From this test, it can be said that concrete with a VIM value ≤ 3% will increase the possibility of bleeding. Due to the high temperature, the asphalt in the mixture will melt so that when the pavement receives a load, the asphalt will flow between the aggregate cavities. Conversely, if the VIM value ≥ 5% indicates that the cavities in the mixture are large, so that the mixture is not tight and not airtight to air and water, so that the asphalt is easily oxidized, which results in weakening the asphalt bond to the aggregate, and then the asphalt is unable to bind the aggregate. 70 5. In the Marshall test at the Civil Engineering Laboratory of Nusa Nipa University, the MQ value at asphalt content of 5.5% 3,690 kg/mm, 6.0% 102 kg/mm, and 6.5% 5,867 kg/mm. Based on the results of research and analysis that have been carried out to determine the extent of influence the HRS-Base asphalt concrete mixture using rock ash filler has on the optimum asphalt content value.
ANALISIS KAPASITAS SIMPANG TUGU GADING AKIBAT BANGKITAN PERGERAKAN DI PASAR ALOK MAUMERE, KABUPATEN SIKKA: Capacity Analysis of Tugu Gading Intersection Due the Surge in Movement at Alok Market Maumere, Sikka Regency Blasius Retno Laja; Yono Putra; Alfrendo Satriawan Kabupung
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 11 No 2 (2025): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

This study aims to analyze the capacity of the Tugu Gading intersection as an impact of traffic generation from Alok Market, Sikka Regency. Trading activities in the market significantly increase traffic flow, especially during peak hours, and affect the overall performance of the intersection. The research method refers to the Indonesian Highway Capacity Manual (MKJI, 1997) to calculate traffic volume, degree of saturation, delay, and level of service. Data were collected through field surveys by recording vehicle volumes based on type classification and observing the geometric conditions of the intersection. The analysis results show that traffic volumes during peak hours exceed the intersection’s ideal capacity, causing the degree of saturation to reach a high category. This condition leads to longer average delays and a decrease in the intersection’s level of service to poor category. The findings indicate that Alok Market contributes significantly to traffic congestion at the Tugu Gading intersection. Recommendations include traffic management improvements, road widening, and better control of parking activities around the market to enhance traffic flow and reduce delays. This research is expected to serve as a valuable reference for local governments in planning transportation policies and spatial arrangements for market areas.
ANALISIS RENCANA LIFE CYCLE COST PADA GEDUNG MALL PELAYANAN PUBLIK KABUPATEN SIKKA Yanuarius Da Iry; Triapriono Kaidu
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 11 No 2 (2025): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

Life Cycle Cost (LCC) is the cost required by a building during its planned life. Included in this cost are the planning and construction costs called initial costs, costs incurred during the operation or use of the construction called operational costs, routine maintenance and repair costs called maintenance costs, as well as the cost of demolition and recycling of unused materials. This is done when the building can no longer function. The purpose of this study is to find out how to design the Life Cycle Cost (LCC) method. Initial costs, operating costs, maintenance costs, and demolition costs. In this case, the building reviewed is the public service mall (MPP) building in Sikka Regency during the planned life of 25 years. Through the calculation process, it can be detailed as follows: Initial costs of Rp. 3,544,566,370.89 (39%), operational costs of Rp. 1,744,200,000 (19%), maintenance costs of Rp. 3,431,339,671 (38%) and demolition costs of Rp. 354,456,600.00 (4%)
PERENCANAAN ULANG BENDUNG DAGELONGGA –DESA KORO BHERA - KECAMATAN MEGO – KABUPATEN SIKKA Boro Bebe Fransiskus Xaverius; Dedi Imanuel Pau; Maria Kurniaty Lete
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 11 No 2 (2025): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

The Dagelongga Dam was built in 2003 and was completely damaged by flooding in 2021. This study aimed to calculate the planned flood discharge and to technically redesign the Dagelongga Dam so that it could irrigate all rice fields. The study was conducted in the Kali Wajo River, Koro Bhera Village, Mego District, Sikka Regency, which is also the planned location for the Dagelongga Dam reconstruction. The study involved measuring and collecting data at the research location, as well as collecting relevant data on the dam planning, such as rainfall and general watershed data. The results of the study in the form of hydrological analysis with the results of the calculation of the planned flood discharge for a 25-year return period (Q25) of: 199, 822 m3/sec and the results of the re-planning design of the Dagelongga dam obtained: total width of the dam: 29 m, total width of the flushing building 4.5 m, planned to use 2 (two) flushing buildings, with 1 (one) building being an existing building with a width of 1 m, and 1 (one) new flushing building with a width of 1.5 m, Dam height: 1.5 m, with a weir crest elevation of + 53.8 m and a river bed elevation of + 52.3 m, the type of weir crest is a round crest with a radius of curvature of the crest (r) = 0.8 m, the length of the stilling basin floor: 5 m, with a stilling basin base elevation: +50.15 m and using a "Bucket" type stilling basin, with the results of the control calculations for the stability of the dam still meets safety requirements
ANALISIS KINERJA KONTRAKTOR TERHADAP KUALITAS PELAKSANAAN PROYEK PEMBANGUNAN GEDUNG DI KABUPATEN SIKKA Agnes Margareth Natasya Fernandez; Margaretha Yuneta; Triapriono Kaidu
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 11 No 2 (2025): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

From the results of the survey conducted for 2 hours and 30 minutes, the maximum parking accumulation was 93 vehicles for motorcycles, the parking volume was 168 motorcycles, the PTO for motorcycles was 0.38 vehicles/plot/hour, and the maximum motorcycle parking index was 38%. This means that the condition of motorcycle parking can still accommodate vehicles because it is less than 100%. Parking Supply at Upp was 21.11 motorcycles, Parking Needs (NP) for motorcycles was 439 parking plots. This study focuses on the analysis of contractor performance and its impact on the quality of building construction project implementation in Sikka Regency. The research method used is quantitative with a survey approach, where data was collected through questionnaires distributed to 35 respondents, including contractors and consultants who have experience in construction projects for the past five years. The results of the analysis show that there are 15 variables that influence contractor performance. Motivation and material factors were found to be dominant factors, with a mean value of 4.638 and 4.65, respectively, indicating that contractor motivation and the quality of the materials used greatly determine the success of the project. In addition, the analysis also identified aspects of project quality, such as timeliness, conformity to specifications, durability, and aesthetics, all of which were in the good category.
Analisis Respon Getaran Bangunan Akibat Beban Gempa Kobe: (Studi Kasus SMAK Sta. Maria Monte Carmelo) Yosefina Maria Edo Beribe; Firnimus K. Bhara; Sandy I. Yansiku
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 11 No 2 (2025): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

Gempa bumi merupakan salah satu bencana alam yang dapat menimbulkan kerusakan signifikan pada struktur bangunan, terutama jika struktur tidak dirancang dengan mempertimbangkan ketahanan terhadap beban gempa. Mengingat sifat gempa yang tidak dapat diprediksi baik dari segi waktu maupun lokasi, diperlukan analisis numerik yang mampu mensimulasikan respons struktur terhadap beban dinamis akibat gempa. Penelitian ini bertujuan untuk mengkaji respon getaran bangunan SMAK Sta. Maria Monte Carmelo terhadap beban gempa Kobe 1995 di Jepang. Analisis struktur yang dilakukan menggunakan metode analisis riwayat waktu (time history analysis) dengan bantuan perangkat lunak SAP2000 untuk melihat bagaimana pengaruh beban gempa Kobe terhadap struktur bangunan selama gempa berlangsung. Hasil output SAP2000 kemudian diolah menggunakan program Origin 2018 untuk menghitung respon getaran bangunan yang berupa perpindahan, kecepatan dan percepatan. Hasil penelitian menunjukkan, nilai perpindahan maksimum akibat gempa arah X adalah sebesar 164 mm dan percepatan maksimum sebesar 2.442709 mm/s2. Sedangkan besarnya perpindahan maksimum akibat gempa arah Y adalah sebesar 145 mm dan percepatan sebesar 2.443 mm/s2. Nilai simpangan antar tingkat untuk masing–masing tingkat adalah tingkat 1 (68.2583 mm), tingkat 2 (159.0367 mm), dan puncak struktur (53.333 mm). Nilai simpangan antar tingkat untuk tingkat 1 dan 2 sudah melebihi nilai simpangan antar tingkat izin berdasarkan SNI 1726:2019 yaitu tingkat 1 (37.5 mm) dan tingkat 2 (97.5 mm), sedangkan untuk puncak struktur masih dibawah simpangan izin yaitu 150 mm. Hal ini dapat menyebabkan kerusakan pada struktur bangunan sehingga perlu adanya perkuatan pada bangunan.

Page 11 of 11 | Total Record : 108

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