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Program Studi Teknik Sipil, Fakultas Teknik Universitas Bengkulu Jl. W.R. Supratman, Kandang Limun, Bengkulu
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INDONESIA
Inersia : Jurnal Teknik Sipil
Published by Universitas Bengkulu
ISSN : 20869045     EISSN : 26865017     DOI : https://doi.org/10.33369/ijts
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Each volume contains two editions. The first edtion is published in April and the second one in October. This journal accomodates the research result in the area of civil engineering, i.e. Construction Management, Geotechnical Engineering, Structural Engineering, Transportation Engineering and Water Resources Engineering.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 8 Documents
 1 
Search results for , issue "Vol 1, No 2 (2010)" : 8 Documents clear
PERILAKU DINAMIK PLAT LANTAI BERBENTANG PANJANG DENGAN DAN TANPA PENGAKU RANGKA BATANG MUKHLIS ISLAM
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (352.956 KB) | DOI: 10.33369/ijts.1.2.10-19

Abstract

The aim of this research is to study the effectiveness and the characteristics of structural dynamics of long span RC slab which is stiffened by the addition of steel truss and to verify the numerical analysis results which might be used in the next stage as material of consideration to analyze and design the stiffening method of any prototype or existing structure in need. The experimental works are carried out by using 2 RC slabs with length, width and thickness are 4,6 x 0,96 x 0,05 m respectively, while numerical work shall be carried out by applying structural analysis computer program. The experimental results which are structural dynamic characteristics then will be compared to numerical result.The results of the research show that the behavior of the structure under dynamic loading increased significantly by addition of steel truss, indicated by the increase of structural natural frequency between 15,565% up to 33,33% for several type of truss. The results also show that the average difference between experimental and numerical analysis is 4,503%.
TENOLOGI PENGAMBILAN AIR LAUT DENGAN BANGUNAN SUMUR BERPORI PADA WILAYAH BERPASIR DI PESISIR PANTAI BENGKULU Derry Yumico
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (148.146 KB) | DOI: 10.33369/ijts.1.2.20-24

Abstract

Pondfish maintenance requires sea water supply. To fulfill the required at Pantai Bengkulu coastal representing sandy coastal have the problem not yet fulfilled of quality and quantity the sea water. With the existence at above problem hence conducted a research. The research needed for collected data. Existing data used for scheme base model. Evaluation for the result use existing formula. From scheme result get a model for the region of sandy coastal. For the sandy coastal used well intake are combination concrete buis and pore pipe. The well have diameter 3 m and 6,5 m deepnes. Pore pipe have length 8 m and diameter is 10 cm. From merger of both can be yielded charge 0,27 m3/ second.
TENOLOGI PENGAMBILAN AIR LAUT DENGAN BANGUNAN SUMUR BERPORI PADA WILAYAH BERPASIR DI PESISIR PANTAI BENGKULU Derry Yumico
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (135.945 KB) | DOI: 10.33369/ijts.1.2.20-24

Abstract

Pondfish maintenance  requires sea water supply. To fulfill the required at Pantai Bengkulu coastal representing sandy coastal have the problem not yet fulfilled of  quality and quantity the sea water. With the existence at above problem hence conducted a research. The research needed for collected data. Existing data used for scheme base model. Evaluation for the result use existing formula. From scheme result get a model for the region of sandy coastal. For the sandy coastal used well intake are combination concrete buis  and pore pipe. The well have diameter 3 m and 6,5 m deepnes. Pore pipe have length 8 m and diameter is 10 cm. From merger of both can be yielded charge 0,27 m3/ second.
PENGARUH LIMBAH SERBUK BESI SEBAGAI PENGGANTI SEJUMLAH AGREGRAT HALUS TERHADAP CAMPURAN ASPAL Samsul Bahri; Dwi Agust Susilo Irawan
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (181.298 KB) | DOI: 10.33369/ijts.1.2.25-32

Abstract

The objective of this research examining stability and flow value was to investigate the impact of the utility of iron fillings waste as a subtitute material for the number of suprisingly small aggregates in the mixture of asphalt. In this research, the portion of iron filings waste which given were 5 %, 10 % and 15 % of the heavy mixture smooth aggregates. The stability quantitative value was 2093 kg in 15 % iron filings contents. The higest flow quantitative value was 3,5 mm in 5 % iron filings contents. The result of characteristic validation Marshall on the number of subtituted smooth aggregates which used iron filings gave a standard coefficient specification BM.2005. So based on that, the iron fillings waste technically could be received as a subtitute material for the mixture of suprisingly small aggregates.
PENGARUH LIMBAH SERBUK BESI SEBAGAI PENGGANTI SEJUMLAH AGREGRAT HALUS TERHADAP CAMPURAN ASPAL SAMSUL BAHRI; DWI AGUST SUSILO IRAWAN
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.1.2.25-32

Abstract

The objective of this research examining  stability and flow value was to investigate the impact of the utility of iron fillings waste as a subtitute material for the number of suprisingly small aggregates in the mixture of asphalt. In this research, the portion of iron filings waste which given were 5 %, 10 % and 15 % of the heavy mixture smooth aggregates. The stability quantitative value was 2093 kg in 15 % iron filings contents. The higest flow quantitative value was 3,5  mm in 5 % iron filings contents. The result of characteristic validation Marshall on the number of subtituted smooth aggregates which used iron filings gave a standard coefficient specification BM.2005. So based on that, the iron fillings waste technically could be received as a subtitute material for the mixture of suprisingly small aggregates.
PERILAKU TEKUK (BUCKLING) PADA BAMBU PETUNG BENTUK BILAH Agustin Gunawan
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (304.81 KB) | DOI: 10.33369/ijts.1.2.1-9

Abstract

The Compressed bar at the frame, columns, and other structures is always probably happened buckling. The experiment is conducted to investigate the behavior of buckling at the bar of lath shaped bamboo petung and the buckling strength of  the experiment result with the theory result (the equation of tetmayer and euler, proposal of morisco, and atrops (D/T=0)). In the research, it is conducted testing of the mechanic character of bamboo and wood specimens, testing of resin, and buckling testing  with the compressed testing principle. The testing result showed that buckling happened at the lath shaped bamboo petung is influenced by the length of bar, the resin strength, and the quality of work.   The buckling stress of the experiment result was higher than  the result of  morisco proposal, but it’s less than the result of tetmayer and atrops (D/T=0), so that  the equation of  morisco proposal is safe to used at the compressed bar design.
PERILAKU TEKUK (BUCKLING) PADA BAMBU PETUNG BENTUK BILAH AGUSTIN GUNAWAN
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (685.181 KB) | DOI: 10.33369/ijts.1.2.1-9

Abstract

The Compressed bar at the frame, columns, and other structures is always probably happened buckling. The experiment is conducted to investigate the behavior of buckling at the bar of lath shaped bamboo petung and the buckling strength of  the experiment result with the theory result (the equation of tetmayer and euler, proposal of morisco, and atrops (D/T=0)). In the research, it is conducted testing of the mechanic character of bamboo and wood specimens, testing of resin, and buckling testing  with the compressed testing principle. The testing result showed that buckling happened at the lath shaped bamboo petung is influenced by the length of bar, the resin strength, and the quality of work.   The buckling stress of the experiment result was higher than  the result of  morisco proposal, but it’s less than the result of tetmayer and atrops (D/T=0), so that  the equation of  morisco proposal is safe to used at the compressed bar design.
PERILAKU DINAMIK PLAT LANTAI BERBENTANG PANJANG DENGAN DAN TANPA PENGAKU RANGKA BATANG Mukhlis Islam
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (317.075 KB) | DOI: 10.33369/ijts.1.2.10-19

Abstract

The aim of this research is to study the effectiveness and the characteristics of structural dynamics of long span RC slab which is stiffened by the addition of steel truss and to verify the numerical analysis results which might be used in the next stage as material of consideration to analyze and design the stiffening method of any prototype or existing structure in need. The experimental works are carried out by using 2 RC slabs with length, width and thickness are 4,6 x0,96 x 0,05 m respectively, while numerical work shall be carried out by applying structural analysis computer program. The experimental results which are structural dynamic characteristics then will be compared to numerical result.The results of the research show that the behavior of the structure under dynamic loading increased significantly by addition of steel truss, indicated by the increase of structural natural frequency between 15,565% up to 33,33% forseveral type of truss. The results also show that the average difference between experimental and numerical analysis is 4,503%.

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