Media Komunikasi Teknik Sipil最新文献_第5页

Development of Peak Ground Acceleration Map of Semarang Based on Indonesian Seismic Code 2019 基于2019年印尼地震规范的三宝垄峰值地面加速度图的开发

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.40714

W. Partono, M. Irsyam, R. Nazir, M. Asrurifak, F. Kistiani, U. C. Sari

{"title":"Development of Peak Ground Acceleration Map of Semarang Based on Indonesian Seismic Code 2019","authors":"W. Partono, M. Irsyam, R. Nazir, M. Asrurifak, F. Kistiani, U. C. Sari","doi":"10.14710/mkts.v27i2.40714","DOIUrl":"https://doi.org/10.14710/mkts.v27i2.40714","url":null,"abstract":"Surface peak ground acceleration (PGAM) needs for seismic forces of basement and retaining structures design. The PGAM value can be calculated using bedrock peak ground acceleration (MCEG) and multiplied it with site coefficient FPGA. For building design purposes, the MCEG value can be calculated based on the combination of DSHA (Deterministic Seismic Hazard Analysis) and PSHA (Probabilistic Seismic Hazard Analysis). Compared to the previous 2012 website response spectrum design which is displayed the PGAM value, only MCEG value at site position can be obtained from the new 2021 response spectrum design website. This paper describes the development of PGAM distribution of Semarang using Visual Basic programming language software. The distribution of DSHA and PSHA (2500 return periods) combination analysis for developing MCEG value also describes in this paper. The analysis was performed based on the earthquake record data from 1900 to 2016. The PGAM analysis was performed at 203 soil boring investigation positions and using FPGA site coefficients of SNI 1726:2019. The minimum and maximum PGAM distribution values at the study area are in between 0.45 through 0.55 g and the maximum PGAM is distributed at the northern part of the study area.","PeriodicalId":31880,"journal":{"name":"Media Komunikasi Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47354535","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Flexural Resistance of LVL Sengon Beams with Lateral Stiffener at Both Ends 两端加劲LVL Sengon梁的抗弯抗力

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.35911

A. Awaludin, Urwatul Wusqo

{"title":"Flexural Resistance of LVL Sengon Beams with Lateral Stiffener at Both Ends","authors":"A. Awaludin, Urwatul Wusqo","doi":"10.14710/mkts.v27i2.35911","DOIUrl":"https://doi.org/10.14710/mkts.v27i2.35911","url":null,"abstract":"Slender beams (beams having a large section height to width ratio ( )) are commonly used in a structure that needs a large bending moment capacity. However, the use of slender beams in a structure is susceptible to overturning and torsion occurrence. Therefore, lateral bracing is usually placed in several points of the beam to prevent lateral-torsional buckling. In this study, a three-point bending test was conducted to evaluate the capacity of 250 mm x 50 mm x 2500 mm Laminated Veneer Lumber (LVL) beams made from Sengon. Two lateral supports were placed at both ends to prevent the beam's lateral displacement. The bending test result shows that the ultimate load of the LVL beam reach 27.88 kN before failure. Furthermore, the LVL beams' bending capacity was calculated using the mechanical properties provided by several previous studies. The LVL beam's capacity was predicted using manual calculation (based on SNI 7973: 2013) and numerical analysis. Numerical analysis was performed using ABAQUS software, and the results were evaluated using the Tsai-Hill and maximum strain failure criterion. The results showed that the maximum strain criterion provides a better prediction of the LVL beam's capacity than Tsai-Hill failure criterion.","PeriodicalId":31880,"journal":{"name":"Media Komunikasi Teknik Sipil","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67038697","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

The Effect of Sodium Hydroxide Molarity on The Compressive and Splitting Tensile Strength of Ferronickel Slag-Based Alkali-Activated Mortar 氢氧化钠的量浓度对镍铁渣基碱活化砂浆抗压和劈裂抗拉强度的影响

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.32706

Albert Kuncoro, Herry Suryadi Djayaprabha

{"title":"The Effect of Sodium Hydroxide Molarity on The Compressive and Splitting Tensile Strength of Ferronickel Slag-Based Alkali-Activated Mortar","authors":"Albert Kuncoro, Herry Suryadi Djayaprabha","doi":"10.14710/mkts.v27i2.32706","DOIUrl":"https://doi.org/10.14710/mkts.v27i2.32706","url":null,"abstract":"The use of cement as the main binding agent in construction contributes approximately 7-10% in total of carbon dioxide gas emissions worldwide. In this study, the replacement of Portland cement using ground granulated ferronickel slag (GFNS) activated by the combination of sodium hydroxide (NaOH) dan sodium silicate (Na2SiO3) was utilized for producing alkali-activated mortar (AAM) as construction material. Four different mortar mixtures were prepared in this experimental work. There were three mixtures of ferronickel slag-based alkali activated mortar (FAM) with the variations of NaOH molarity of 6, 8, and 10M and cement-based mortar mixture (PCM) with water-to-cement ratio (w/c) of 0.5 was used as the control specimens. Overall, the flow and workability of the FAM specimen was lower than the PCM specimen due to the presence of silicate caused a sticky characteristic on the paste. On the other hand, the unit weight of FAM mortar was higher than the PCM specimen. Among all FAM mixtures, the most effective compressive strength and splitting tensile strength results were achieved by the FAM8 mixture, with a compressive strength at 28 days of 33.72 MPa and the splitting tensile strength at 28 days of 2.65 MPa, which had both good workability and chemical reaction of the material.","PeriodicalId":31880,"journal":{"name":"Media Komunikasi Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43521197","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 6

Evaluation of Roundness Condition The Wall Structure Of Silos Wheat Storage Capacity 4650 Tons 库容4650吨小麦的筒仓壁结构圆度评价

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.37097

S. Sukamta, S. A. Widyanto

引用次数: 0

Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki Method 基于NRECA的Temef流域有效流量分析，F. J. Mock和Tangki方法

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.40505

D. Krisnayanti, I. M. Udiana, Chrystin Chandra, D. F. B. Welkis

{"title":"Analysis of Available Discharge in the Temef Watershed Using the NRECA, F. J. Mock and Tangki Method","authors":"D. Krisnayanti, I. M. Udiana, Chrystin Chandra, D. F. B. Welkis","doi":"10.14710/mkts.v27i2.40505","DOIUrl":"https://doi.org/10.14710/mkts.v27i2.40505","url":null,"abstract":"Temef Dam is located in Oenino Village Oenino District and Konbaki Village Polen District, Timor Tengah Selatan Regency which has a capacity of 45.79 millions m3. This research aimed to determine the amount of potential evapotranspiration using Penman Modification Method, the amount of dependable discharge with three methods that are NRECA, F.J. Mock, and Tank Methods, from those three methods will be selected a method that have closest characteristic of Temef Watershed, and filling timein Temef Reservoir. The maximum half monthly potential evapotranspiration in Temef Watershed using Penman Modification Method is 142.72 mm and the minimum is 71,25 mm. The average of annual discharge using NRECA Method is 249.89 m3/sec, F.J. Mock Method is 258.66 m3/sec, and Tank Method is 92.15 m3/sec. Based from three methods that have been used, Tank Method is the closest method to the characteristics of Temef Watershed, which RMSE value from Tank Method is 2.99. Filling time of Temef Reservoir to reach the planned reservoir volume in normal water year condition is three months and fifteen days and in low water year condition is six months.","PeriodicalId":31880,"journal":{"name":"Media Komunikasi Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43012945","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Flood Evaluation in Bula District Seram Bagian Timur 布拉地区的洪水评估

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.36163

Febryhandi Eka Kusuma Putra, Ahmad Zaki Romadhoni, I. R. Moe

引用次数: 0

Urban Public Transportation Perspective in Meta-Analysis Study 城市公共交通的元分析研究视角

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.40635

Sri Sarjana

{"title":"Urban Public Transportation Perspective in Meta-Analysis Study","authors":"Sri Sarjana","doi":"10.14710/mkts.v27i2.40635","DOIUrl":"https://doi.org/10.14710/mkts.v27i2.40635","url":null,"abstract":"Urban public transportation is transportation system developed for the public interest that prioritizes the optimal integration of various resources and infrastructure in order to achieve sustainable city that is guided by green technology. The development of urban public transportation through scientific evolution that prioritizes the diversity of knowledge and technology as effort to create environmentally friendly city that is oriented towards sustainable development. Qualitative methods are applied in the analysis of themes studied by developing a meta-analysis. Primary data was obtained from the collection of scientific journals published from 1966 to 2020 as part the analysis of scientific literature. The results of study stated that there was significant increase in the number of papers and number of citations in last twenty years which indicated an improvement in knowledge development. There are several topics that have novelty that were found after an analysis on the theme of urban public transportation includes service quality, public space, transportation engineering, regulation, and bus rapid transit. For this reason, new topics found need to be followed up in further research in line with current technological developments.","PeriodicalId":31880,"journal":{"name":"Media Komunikasi Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43962754","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Wonogiri reservoir operation pattern after the construction of new spillway for flood control 新建泄洪道后的元基里水库运行模式

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.35783

Paska Wijayanti, I. Istiarto, R. Jayadi

{"title":"Wonogiri reservoir operation pattern after the construction of new spillway for flood control","authors":"Paska Wijayanti, I. Istiarto, R. Jayadi","doi":"10.14710/mkts.v27i2.35783","DOIUrl":"https://doi.org/10.14710/mkts.v27i2.35783","url":null,"abstract":"Wonogiri reservoir in upstream Bengawan Solo experienced sedimentation problems that endanger its operation. Much of sediments come from Keduang watershed. To overcome this problem, closure dike was constructed to localize the sediment from Keduang watershed. The dike divides the reservoir into main and sediment storage reservoirs, each has its spillway. This paper presents results of the study on Wonogiri Reservoir operation during flood period after dike construction. The study followed a two-step calculation. It updated the design flood by employing rainfall data frequency analysis and Collins unit hydrograph. Flood routing was subsequently done by applying level pool method. Two conditions were considered, namely existing condition whose initial water level was +135.3 meters and new condition whose initial water level was +136.3 meters. The study reveals an increase of the flood discharge to Wonogiri reservoir by 7.7% and 3.6% for the 60 year and 500 year floods, respectively, as compared to the previous study of Pradipta (2014). The study shows that Wonogiri reservoir is prone to overtopping under 500 year flood. It is recommended to lower the control water level of the new spillway.","PeriodicalId":31880,"journal":{"name":"Media Komunikasi Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44520493","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Analysis of Sedimentation Quantity and Its Handling in the Downstream of Tukad Unda Klungkung using Hec-GeoRAS 利用Hec-GeoRAS分析图卡达九龙港下游的泥沙量及其处理

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.32225

Anissa Maria Hidayati, M. Yekti, Gede Fajar Eka Aditya Sujana

{"title":"Analysis of Sedimentation Quantity and Its Handling in the Downstream of Tukad Unda Klungkung using Hec-GeoRAS","authors":"Anissa Maria Hidayati, M. Yekti, Gede Fajar Eka Aditya Sujana","doi":"10.14710/mkts.v27i2.32225","DOIUrl":"https://doi.org/10.14710/mkts.v27i2.32225","url":null,"abstract":"The river is one part of the water resources infrastructure, in addition to drive the water, river is often transporting sediment. Sediment is the result of erosion and is part of problems in the river. Unda watershed having their regional coverage is quite wide, so that erosion that causes to the passage of it is estimated that sedimentation large enough. This research analyze the total weight of the sediment that is settles on the downstream Tukad Unda and compare the analysis of sedimentation between USLE method and sedimentation method in HEC-RAS by supporting ArcGIS and HEC-GeoRAS so that can describing the shape of look over profile of to scatter the sediment that was formed, as well as the efforts to overcome the problems. The data used in the form of watershed area, soil type, rain and river flow. Furthermore, the method used is Universal Soil Loss Equation (USLE), the application of HEC-GeoRAS and ArcGIS. The results showed the average erosion that occurred in the last 10 years amounted to 30.57 tons/ha/year, then the results of the HEC-GeoRAS analysis showed that the river bed profile changes experienced a significant silting of 2,365 m3 using the application and 2,654 m3 with USLE method. Countermeasures can be done by normalizing the riverbed with regular dredging at the stationing point UD 64-60 then at the stationing point UD 55-57 and at stationing UD 45-41 in accordance with the analysis results obtained through the HEC-GeoRAS application.","PeriodicalId":31880,"journal":{"name":"Media Komunikasi Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42573502","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Structure Behavior and Performance from Unconfined Masonry and Confined Masonry Building Design 无约束砌体和约束砌体建筑设计的结构性能和性能

Media Komunikasi Teknik Sipil Pub Date : 2021-12-30 DOI: 10.14710/mkts.v27i2.33561

Alfien Hernanda Putra, A. O. Irlan

{"title":"Structure Behavior and Performance from Unconfined Masonry and Confined Masonry Building Design","authors":"Alfien Hernanda Putra, A. O. Irlan","doi":"10.14710/mkts.v27i2.33561","DOIUrl":"https://doi.org/10.14710/mkts.v27i2.33561","url":null,"abstract":"Many buildings in Indonesia were damaged during the earthquake, especially non-engineered brick walls building. One example of non-engineered brick walls building is Bendung Village Head Office in Serang, Banten, which was damaged by the 2019 Pandeglang earthquake. This building was built without reinforced concrete beams and columns known as unconfined masonry buildings. In this study, the building will be redesigned with ETABS software to determine the similarities between the structural weaknesses from ETABS and the actual damage. The results of the structural analysis give a time period of 0.814 seconds, a base shear force of 195.5 kN, and a stress on the wall that is 50% similar to the real damage. Then, the same building was designed following the rules and regulations for earthquake resistant buildings in Indonesia so that it became a confined masonry building. The result is a time period of 1.586 seconds, a base shear force of 114.2 kN, and a brick wall that is not damaged when exposed to earthquake loads. However, the dimensions and reinforcement of beams and columns that comply with the minimum requirements for earthquake resistant buildings in Indonesia need to be enlarged because their strength capacity is exceeded by the working load.","PeriodicalId":31880,"journal":{"name":"Media Komunikasi Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42493538","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0