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Inersia : Jurnal Teknik Sipil

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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 216 Documents

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ANALISIS PENGARUH PERGESERAN LUBANG PENAMPANG KOLOM BETON BERTULANG PERSEGI BERLUBANG Rendi Nopradego; Mukhlis Islam
Inersia: Jurnal Teknik Sipil Vol 5, No 2 (2013)
Publisher : Universitas Bengkulu

This Research is based on the difficulty of implementation of the hole installation centered in the middle column. The influence of shifting the hole to column capacity reduction occurs when the hole is shifted towards to the compression area. This study analizes the effect of shifting the hole in rectangular reinforced concrete column against capacity of the column structure decrease. This calculation consists of 144 samples with different compression strength (fc’),reinforcements area, hole area, and dimensions of the column. The analysis is based on the assumption of linear strain distribution in cross section with appropriate stress-strain correlation using Hognestaad equation. Reinforced concrete structural element were analyzedonly experiencing a combination of uniaxial bending moment. The results of the analysis effect of shifting the hollow in rectangular reinforced concrete column decreased capacity of the colomn. The largest decline of the column capacity occured on 100% the shift column holesfrom the hole centered in the middle column on dimension of 600 mm x 600 mm with fc' 30 MPa, reinforcement quality (fy) 400 MPa, reinforcement extensive of 1%, and holes extensive of 7% is 10.38% of axial forces (Pn) and 9.06% of Nominal Moment (Mn). The effect of shifting the hole towards to the compression area is affecting the capacity of hollow in rectangular reinforced concrete column centric decreasing.

HUBUNGAN TINGKAT EMOSIONAL DENGAN PERILAKU PENGEMUDI DALAM BERLALU LINTAS HARDIANSYAH HARDIANSYAH
Inersia: Jurnal Teknik Sipil Vol 1, No 1 (2009)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.1.1.23-30

Traffic accidents caused by several factors, among others, are human beings, vehicles, roads and environment, of the four human factor plays a very dominant because a lot of factors that influence behavior. Using methods of questionnaire with 15 scenarios that show the behavior of respondents when driving a motor vehicle or in everyday life is accompanied by expressions of anger in the form of anger that was issued (O), moved (D) and silent (S), with the number of respondents as many as 60 people consisted of 31 male respondents - 29 male and female respondents.From the results of the analysis and discussion shows the following behavior: Based on the age level of anger at the attitude of the respondents considered somewhat angry and upset. Based on the old SIM ownership on the attitudes of respondents angry categorized. Based on bit longer driving experience on the attitudes of respondents considered a little angry. Based on a day long trip on the attitudes of respondents categorized little angry, but for the respondents who traveled per day more than 86 km are categorized on the attitude a little angry. Based on respondents' gender attitudes are categorized on a little angry. Anger is the respondents who expressed no anger issued (O), but expressed anger that moved (D) and silent (S).

ANALISIS EVAKUASI BENCANA TSUNAMI DI GEDUNG KULIAH BERSAMA V UNIVERSITAS BENGKULU DENGAN METODE AGENT BASED MODELLING Sahroli, Ade; Hardiansyah, Hardiansyah
Inersia: Jurnal Teknik Sipil Vol. 11 No. 2 (2019)
Publisher : Universitas Bengkulu

This study modeled the movement of tsunami refugees at Gedung Kuliah Bersama V University of Bengkulu with an agent based modeling method. The questionnaire was conducted to find out the modes of transportation used, then processed by finding the saturation of degree, volume, road capacity, speed and travel time. This study compares the daily movement and time of evacuation, then a simple linear regression analysis is carried out. There are several road segments and alternative routes that were reviewed in this study. The results showed that the route chosen by respondents during evacuation was the shortest route to the exit gate. The saturation of degree obtained was still in the stable category. However, there is a necessary to develop the performance of university of bengkulu road networks which can enjure the better evacuation process.

INOVASI MENGATASI PENDANGKALAN PADA PELABUHAN TAPAK PADERI KOTA BENGKULU mawardi mawardi
Inersia: Jurnal Teknik Sipil Vol 8, No 1 (2016)
Publisher : Universitas Bengkulu

This research give solution about problem superficiality on port Tapak Paderi, Bengkulu's city. Tapak Paderi porting Bengkulu's city is finished to be built year-end 2008, but condition now was really concerns where port pool was fraught boggy and sand, port entrance was full boggy and sand. Port auxiliary building uncompleted, eventually to build that porting deplete APBN'S fund that by dozens. Process this sedimentation begets to be troubled its city coast regiongrowing Bengkulu already dicanangkan by Bengkulu's Province local government in render Bengkulu's City as “Turism's city”. On this research is assessed how to settle superficiality causative sedimentation on port entrance. Of this research, wave high break average = 0,39 m, perioda undulates average = 8,78 seconds, corner of wave break average = 0,75 degrees, undulate speed average = 0,020 m/dt, current speed average = 0,035 m/dt, Undulate energy average = 190,79 N/m, Flux is energy average = 4,63 j/m, transport is ranging sediment average = 15,75 m3/days. Current aim of north to the south. Of this research is acknowledged that aught sediment on port entrance comes from Water river sediment Bengkulu, effect erosion and effect Stone mining smolders on river upstream. Solution that is given for about problem this is: to settle sedimentation at port entrance therefore on port entrance front assembled by upright Groyns building beaches. Groyns this will prevent its happening sedimentation on portentrance. This Groyns's building functions as building of capturing and keep all sediment who will come in to porting. Cause of in height sediment content on Water river estuary Bengkulu is because mark sense changing manner bring off forest on river upstream and marks sense upriver river coal mining.

PERILAKU TEKUK (BUCKLING) PADA BAMBU PETUNG BENTUK BILAH Agustin Gunawan
Inersia: Jurnal Teknik Sipil Vol 1, No 2 (2010)
Publisher : Universitas Bengkulu

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.

STABILITY ANALYSIS OF EDGE RIVER LAWE LIANG PANGI AT LEUSER SUB-DISTRICT, SOUTHEAST ACEH REGENCY TOWARDS FLASH FLOOD Azmeri Azmeri; Devi Sundary
Inersia: Jurnal Teknik Sipil Vol 5, No 1 (2013)
Publisher : Universitas Bengkulu

Flash flood is a process flow of heavy water and massive load concentrated is accompanied, also rock chunks, soil and logs (debris) from the upstream. Flash flood’s triggered by climatology and geological factors, landslides and natural damming at the upstream. The rising of water discharge flood process occurs suddenly and rapidly. The research in the Lawe Liang Pangi Watershed, Leuser Sub-district, Southeast Aceh Regency. Based on information, there are heavy rains occurred during the 3 days before the flood. Flooding occurred on Friday evening, August 17, 2012 at 22:00. Occured landslide at 15 locations. The most substantial damage is Naga Timbul, Suka Damae, Sepakat, Gaya Sendah, Punce Nali, and Bun-bun Indah villages. Liang Lawe Pangi watershed topography is mountainous, moderate to steep slope. The soil type is a little fine sandy silt loam and dark brown, and the soil type is erosion susceptible. The river bank stability test results for the two sampling locations, the safety factor in extreme conditions (flooding) is smaller (1,34) than the standard value (1,50). The flood conditions (inundation) is not secure against river bank scour. It is certainly more dangerous when taken by flash floods at a large velocity and followed by massive load. Recommendations for prevention and mitigation of flash flood disasters in Leuser Sub-district, the disaster prevention and mitigation in the structural measures that to typical flood prone locations and non-structural measures including vegetation and public education work for the land management.

PENGARUH VARIASI PENGGUNAAN ABU AMPAS TEBU (AAT) DAN ABU BATU (AB) SEBAGAI BAHAN PENGGANTI SEBAGIAN SEMEN TERHADAP KUAT TEKAN MORTAR Sati, Rara Ayu; Supriani, Fepy; Afrizal, Yuzuar
Inersia: Jurnal Teknik Sipil Vol. 11 No. 1 (2019)
Publisher : Universitas Bengkulu

Bagasse ash and stone ash are materials that have some elements that fimilar to cement elements. Bagasse ash is a waste that has not been utilized by community. Stone ash is a waste of stone crusher whose utilization in building structures is still lacking. This research was aimed to know compressive strength of the mortar which use bagasse ash and stone ash as a partial substitute of cement. The method of casting and compressive strength test of the mortar referred to SNI 03-6825-2002. The total of mortar cubes was 128 specimens with dimensions of 50 mm x 50 mm x 50 mm. Variations of bagasse ash and stone ash used were 5%, 10%, 15%, 20% and 25% of the weight of cement. The range of initial flow values used are 105%-115% (SNI 03-6882-2002). Mortar cubes cured for 27 days and test of mortar was conducted at 28th days. The value of mortar compressive strength variation of bagasse ash decrease from normal mortar compressive strength with a decrease respectively of 0.62%, 2.14%, 7.33%, 7.50% dan 9.53%. Compressive strengths of mortar with stone ash is increases from normal mortar in variations 5%, 10% and 15% with the percentages of 4.66%, 3.41% and 2.38% respectively, while in the variation of 20% and 25% is decreases. Compressive strength of mortar with mixture bagasse ash and stone ash reduce from normal mortar with a decrease of 0.08%, 1.04%, 5.67%, 8.06% dan 15.12% respectively.

THE ANALYSIS OF EROSION AND SEDIMENT DELIVERY RATIO IN PADANG GUCI OF KAUR REGENCY Ahadi Somad Syahlan; Khairul Amri; M. Faiz Barchia
Inersia: Jurnal Teknik Sipil Vol 7, No 2 (2015)
Publisher : Universitas Bengkulu

This research about analysis of erosion and land critical level on watershed (DAS) Padang Guci of Kaur Regency is based on few watershed in Bengkulu Province that allegedly has decreased function, which on of it is watershed (DAS) Padang Guci. Watershed (DAS) is an ecosystem which main elements consist of natural resources, water, and vegetation, and also human resources as its user. Several performance indicators of watershed (DAS) that can bemeasured is the index of land cover, forest land cover condition, erosion hazard index, and land management index. Watershed (DAS) Padang Guci has land area about 52689,2 ha. This research using data analysis and maps with Geographic Information System (GIS) in order to get the result of studies that determine the performance of its watershed. The result of the analysis using Geographic Information System (GIS) in the watershed (DAS) Padang Guci is60% of the total area, erosion occur with a very light level. Critical Potential land dominates the cultivation area is 65,41%, while 59,73% critical potential dominates the protected area outside the protected forest. Sediment delivery ratio that obtained was 0,024. The decrease of region function well in cultivation area. It conclude that for the performance of the watershed (DAS) Padang Guci based on land use indicators overall categorized still safe. Keywords : Watershed (DAS), Critical Level’s Area, Erosion, GIS

STUDI MITIGASI GEMPA DI BENGKULU DENGAN MEMBANGUN RUMAH TAHAN GEMPA Fepy Supriyani
Inersia: Jurnal Teknik Sipil Vol 1, No 1 (2009)
Publisher : Universitas Bengkulu

Bengkulu province lies on earthquake hazard zone where light and moderate earthquake often occur in relatively high frequency, due to geographical position of the province which is between 2 earthquake belts, Mentawai fault in Indian Ocean on Indo Australia tectonic plate and Sumatra fault around Bukit Barisan. Building failures due to earthquake mostly occur on residential structures. Although failures and damages due to earthquake generate major impact on residential structures, no lesson on the importance of mitigation by applying earthquake resistant structures on residential buildings is learned yet. Typical residential structures failures or damages that occur in Bengkulu city is mostly on engineered and non engineered brick wall. Since no available method of earthquake event prediction, hence mitigation is more important in order to prevent major loss and disaster any further. Hence socialization on earthquake and earthquake resistant structures/houses particularly on structural failure and damages that occurred in Bengkulu to the community is needed, also to transfer knowledge to the community about how to prepare residential buildings in earthquake hazard zones. By providing practical guidance about earthquake resistant residential buildings, socialization and technical training for construction workers, it is expected that the actions are able to assist the community to construct their residential buildings that comply to earthquake resistance standards and suits the particular needs of local residents, hence minimizing the effect of loss due to earthquake, usually defined as earthquake mitigation. Earthquake resistant residential buildings must comply standards ofmaterial and construction method.

PENGARUH ANGIN TERHADAP TINGGI GELOMBANG PADA STRUKTUR BANGUNAN BREAKWATER DI TAPAK PADERI KOTA BENGKULU Prima Nadia; Muhammad Ali; Besperi Besperi
Inersia: Jurnal Teknik Sipil Vol 5, No 1 (2013)
Publisher : Universitas Bengkulu

Tapak Paderi Beach have got many damages, such as abrasion, and sedimentation by waves. This research was made to find out wind effect as the secondary within significant wave height (Hs) and the structure of breakwater design at Tapak Paderi. This research used secondary data from the last ten years wind circulation (2002-2012) and a rising-subsiding data (May as the strongest one in 2009). The resources of data come from Meteorology and Geophysics Corporation (BMKG) II class Pulau Baai and Waskita Karya Manufactory for a dimensional data includes an illustration of breakwater construction. Also, primary data involves a report survey of wave height directly to Tapak Paderi location, Bengkulu. In accordance to the analysis, those data were obtained through the calculation of breakwater within sideway type. The calculation process resorted to worksheet program, 2,832 meters for significant wave height (Hs), and 8,399 seconds for significant period (Ts). The other calculation result is a set of wave condition which devised in the breakwater field will get breaking wave because of db>dLWL>dHWL, 5,385 meters for the peak of breakwater elevation, 6,435 meters for breakwater height, 3,867 tons for stones weight (W), 3,913 meters for peak width (B), and for the thickness of shelter layer (t) which made from three layers, 2,609 meters t1, 1,211 meters t2 ,0,446 meters for t3, and total of stones for each 10 m2 (N) is sixteen grain of stones. The last, these value have been used for redesign of sideway type.

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Editorial Address Program Studi Teknik Sipil, Fakultas Teknik Universitas Bengkulu Jl. W.R. Supratman, Kandang Limun, Bengkulu

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Contact Name
Ade

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ade.sri.w@unib.ac.id

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+62736344087

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inersia@unib.ac.id

Editorial Address
Program Studi Teknik Sipil, Fakultas Teknik Universitas Bengkulu Jl. W.R. Supratman, Kandang Limun, Bengkulu

Location
Kota bengkulu,

Bengkulu

INDONESIA