Journal of Green Science and Technology最新文献_第5页

THE DEVELOPMENT OF THE PASAR KEPUH IN KUNINGAN DISTRICT 库宁安区帕萨尔克普的发展

Journal of Green Science and Technology Pub Date : 2020-01-24 DOI: 10.33603/jgst.v4i1.2879

Dinni Fitri Fadilah, Saihul Anwar

{"title":"THE DEVELOPMENT OF THE PASAR KEPUH IN KUNINGAN DISTRICT","authors":"Dinni Fitri Fadilah, Saihul Anwar","doi":"10.33603/jgst.v4i1.2879","DOIUrl":"https://doi.org/10.33603/jgst.v4i1.2879","url":null,"abstract":"ABSTARCT Development is an attempt to develop an effective product for future use. And when it is associated with Development education means a gradual process of change in the direction of a higher and more widespread that can thoroughly create a perfection or maturity. The market is an economic institution where buyers and sellers meet, both directly and indirectly in the form of shopping centers, public markets, shops, malls, plazas, trade centers and other designations, to conduct trade transactions The method used in this Thesis is to use qualitative methods, namely by emphasizing Primary and Secondary Data, Analysis Of The Projected Number Of Traders, Analysis Of Market Area Development uses the SWOT method, Analysis Of Extensive Building Needs, Calculation Of Parking Land Needs, Planning Waste Management System, Calculation Of Drainage, Design Of Market and Analysis Of Engineering Economic. The conclusion taken from The Development Of Pasar Kepuh is Pasar Kepuh will developed into a Semi-Modern Market by maintaining land area which is 27,161 m2 and will developed into 3 floors with a total building area of 30.315,68 m2. The number of kiosks of 1356 units and 416 units for stall. Pasar Kepuh development project after 25 years will be reater, Rp. 61.200.000.000 so to equalize the present value of future value with the present value of the expenditure for invesement requires interest 16,78%.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"32 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121628668","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

RIVER CLIFF REINFORCEMENT EFFORTS BY APPLICATION OF COMBINATION OF DAM STONE, GABION, TETRAPOD, AND BAMBOO FLOW ALIGNER 采用坝石、格宾、四足动物、竹流校正器组合加固河壁

Journal of Green Science and Technology Pub Date : 2020-01-24 DOI: 10.33603/jgst.v4i1.3152

D. E. Wibowo, D. Purwantoro, S. E. Nayono, Indra Bayu Wardhana, Y. B. Prabowo

{"title":"RIVER CLIFF REINFORCEMENT EFFORTS BY APPLICATION OF COMBINATION OF DAM STONE, GABION, TETRAPOD, AND BAMBOO FLOW ALIGNER","authors":"D. E. Wibowo, D. Purwantoro, S. E. Nayono, Indra Bayu Wardhana, Y. B. Prabowo","doi":"10.33603/jgst.v4i1.3152","DOIUrl":"https://doi.org/10.33603/jgst.v4i1.3152","url":null,"abstract":"The purpose of research : (1) determine the ratio between the combination of retrofitting tetrapodbamboo alignment-tetrapod (FP1); bamboo flow aligner-tetrapod-bamboo flow aligner (FP2); Check Dam Stones-Gabion-Check Dam Stones (FP3); Gabion-Check Dam Stones-Gabion (FP4)? (2) The effectiveness of the combination of strengthening the tetrapod-bamboo aligner-tetrapod (FP1); bamboo flow alignertetrapod-bamboo flow aligner (FP2); Check Dam Stones-Gabion-Check Dam Stones (FP3); Gabion-Check Dam Stones-Gabion (FP4)? Using the experimental method by creating a Labolatorium scale river model. Testing using clay and sand. The test model is a cliff without reinforcement and cliff with a combination of reinforcement between tetrapods; bamboo flow aligner; check Dam stones and Gabions. Testing by flowing water for 180 minutes/3 hours with a constant discharge of 7.07 liters/second, the installation of reinforcement is 51 cm apart. The results showed that (1) In general, the effect of the FP1 reinforcement installation was the variation of the combination that was considered the best in reducing scouring on the cliffs and riverbeds. (2) Variation of the combination of FP1, is more effective in reducing the scouring that occurs. At the beginning of the channel turns from STA 00-06 effectively used tetrapod installation, with scours that occur as big as -5 cm, in the middle of the STA channel 06-16 effectively using the installation of bamboo flow aligner, scours that occur as much as -1.5 cm, whereas at At the end of the turn, STA 17-24 used tetrapod installation, scouring by -3.8cm. Keyword: scouring, bamboo flow aligner, tetrapod. River Cliff Reinforcement Efforts By Application Of Combination Of Dam Stone, Gabion, Tetrapod, And Bamboo Flow Aligner Journal of Green Science and Technology, Vol. IV, No. 1, January 2020 | 54","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"67 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128060841","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

ANALYSIS OF CONSTRUCTION MANAGEMENT MAIN ROAD IN THE CISUMDAWU STA.21+200 â€“ STA.22+825 TOLL ROAD PROJECT 顺达乌州21+200 <e:1> -州22+825收费公路工程主干道施工管理分析

Journal of Green Science and Technology Pub Date : 2020-01-24 DOI: 10.33603/jgst.v4i1.2927

Iko Prasetio, Saihul Anwar

{"title":"ANALYSIS OF CONSTRUCTION MANAGEMENT MAIN ROAD IN THE CISUMDAWU STA.21+200 â€“ STA.22+825 TOLL ROAD PROJECT","authors":"Iko Prasetio, Saihul Anwar","doi":"10.33603/jgst.v4i1.2927","DOIUrl":"https://doi.org/10.33603/jgst.v4i1.2927","url":null,"abstract":"Construction management is an attempt to use limited resources efficiently, effectively and timly in completing a project that has been palnned. There are 3 kinds of basic functions of construction management including planning, implementation, and control. Of three of these activities to control the resources on aproject that includes worker, equipment, material, money, and method.The research method used was qualitative research, as a way of collecting data on the study is how the study of the literature, interviews and direct observation in field. And this method is a method that is done to get a foundation theory in analyzing data, namely the analysis calculation of the volume of material, analysis of labor, analysis tool, method, method of Bar Chart S Curve and Critical Path Method.The location of the studies reviewed were Main Road in the Cisumdawu STA.21+200 â€“ STA.22+825 Toll Road Project , located on Pamatutan Hamlet Mulyasari â€“ Pasir Hamlet Margamukti, Sumedang. The results of this research is the budget plan costs Â completed the construction of Main Road in the Cisumdawu STA.21+200 â€“ STA.22+825 Toll Road Project till the final stage more or less cost is Rp. 121.488.578.000 and analysis of the Critical Path Method (CPM) estimated completion of the Main Road in the Cisumdawu STA.21+200 â€“ STA.22+825 Toll Road Project takes 58 weeks (406 days).Keywords: Construction Management, Bar Chart, S Curve, Critical Path Method.Â ","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"38 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127140120","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

ANALYSIS OF PUBLIC TRANSPORT DEVELOPMENT IN METROPOLITAN CITY BASED ON ORIGIN-DESTINATION (CASE STUDY: METRO CAPSUL BANDUNG) 基于始发目的地的大都市公共交通发展分析(以万隆地铁胶囊为例)

Journal of Green Science and Technology Pub Date : 2020-01-24 DOI: 10.33603/jgst.v4i1.3017

Ade Triyadani, Idwan Santoso, S. S. Wibowo

{"title":"ANALYSIS OF PUBLIC TRANSPORT DEVELOPMENT IN METROPOLITAN CITY BASED ON ORIGIN-DESTINATION (CASE STUDY: METRO CAPSUL BANDUNG)","authors":"Ade Triyadani, Idwan Santoso, S. S. Wibowo","doi":"10.33603/jgst.v4i1.3017","DOIUrl":"https://doi.org/10.33603/jgst.v4i1.3017","url":null,"abstract":"Development of new mode of metro kapsul as mass transportation mode in Bandung with corridor plan from Station Hall to Tegallega and return to Station Hall with plan of 19 stop station which can give contribution to congestion problem and lack of public transportation service in Bandung city. This study aims to analyze the potential of demand with the data of origin destination of the respondent in the corridor plan of the metro capsule in order to give a description of the movement in the origin-destination matrix, in analysis for potential demand used the modal movement assumption of private vehicles, public transport and pedestrian, The location of priority shelter at the beginning of development by using multicriteria analysis while for operational analysis is calculated some variables of capsule metro operating system (headways, frequencies, etc). The result of origin-destination matrix analysis is getting potential demand of metro capsule during weekdays on-peak of 3529 pass/hour, off-peak of 2116 pass/hour. The result of location priority stop location will get 6 (six) stop location recommended in “Stasiun Bandung, Pasar Baru, Pasar Anyar, Taman Tegallega, ITC Kebon Kelapa and Alun-Alun Bandung”. From the operational results of metro capsule, obtained frequence of 20 Unit/jam, headways 3 minutes, the number of vehicles required 8 vehicles, on weekdays and weekends when on-peak and off-peak.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124315072","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

INTEGRATING FLOOD RISK INTO URBAN PLANNING IN INDONESIA 将洪水风险纳入印度尼西亚的城市规划

Journal of Green Science and Technology Pub Date : 2020-01-24 DOI: 10.33603/jgst.v4i1.3147

N. Gumelar

引用次数: 0

ANALYSIS AND DESIGN STRUCTURE OF BUILDING OFFICE AND ADMINISTRATIVE AL-BAHJAH CIREBON 办公行政大楼结构分析与设计

Journal of Green Science and Technology Pub Date : 2019-10-31 DOI: 10.33603/jgst.v3i3.2756

Rama Bhakti Wibawa, Ari Firmanto

{"title":"ANALYSIS AND DESIGN STRUCTURE OF BUILDING OFFICE AND ADMINISTRATIVE AL-BAHJAH CIREBON","authors":"Rama Bhakti Wibawa, Ari Firmanto","doi":"10.33603/jgst.v3i3.2756","DOIUrl":"https://doi.org/10.33603/jgst.v3i3.2756","url":null,"abstract":"ABSTRACT Al-Bahjah is a formal and non-formal educational institution that combines general education with Al-Quran which is located on PangeranCakrabuana Street,Sumber, Cirebon District. The construction of Building Officeand Administration Al-Bahjah is indispensable as a center for management and administration. The planning of the Building Office and Administrative Al-Bahjah has a floor size of 30 m x 14 m with 5 floors of structure and building height of 19.60 m. The building structure is designed with reference to SNI 1727 - 2013, PPIUG 1987, SNI 2847 - 2013 and SNI 1726 - 2012.The static equivalent analysis method is used in analyzing earthquakes. The structure lies in the class of medium land sites (SD) and is included in the type D Seismic Design Category, so the earthquake force on the structure is planned using a configuration of the structure of the Special Moment Resisting Frame (SMRF).ETABS v9.6 structure analysis program is used to help structure modeling and calculate internal forces acting on the structure, with the material used is concrete f'c 25 Mpa, reinforcementfy 400 Mpa and fy 240 Mpa. Keyword: SNI 1727-2013, PPIUG 1987, SNI 2847-2013, SNI 1726-2013, Seismic Design Category D,Lateral Equivalent Analysis, SMRF, ETABS v9.6.0","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"70 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127091343","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

ANALYSIS PLANNING AND DESIGN STRUCTURE OF BUILDING FLATS RENT FOR FACTORY WORKERS IN INDUSTRIAL AREA CIREBON REGENCY 工业园区园区职工用房结构分析、规划与设计

Journal of Green Science and Technology Pub Date : 2019-10-31 DOI: 10.33603/jgst.v3i3.2757

T. Nurrohman, Fathur Rohman

{"title":"ANALYSIS PLANNING AND DESIGN STRUCTURE OF BUILDING FLATS RENT FOR FACTORY WORKERS IN INDUSTRIAL AREA CIREBON REGENCY","authors":"T. Nurrohman, Fathur Rohman","doi":"10.33603/jgst.v3i3.2757","DOIUrl":"https://doi.org/10.33603/jgst.v3i3.2757","url":null,"abstract":"ABSTRACT The industrial area in Cirebon Regency which has absorbed a number of industrial workers need to be supported by the infrastructure that facilitates the existence of industrial workers from inside and outside of Cirebon Regency, namely is residence that becomes one of the primary needs / basic human and they should find a place to live that suits the needs and financial capabilities. According to the Constitution 1945, Law No. 4 1992 Housing and Settlement and the Law No. 39 of 1999 on Human Rights, the house is the people's basic rights and guaranteed by law and supported by the Presidential Decree 22/2006 issued a national program \"Flats 1000 Tower\" which was targeted to build flats are middle to lower class. In order to create a structure that is safe and meets serviceability limit, so in the process of design the building structure must be according to SNI 2847-2013 of reinforced concrete. Beside planning, the loading structure must be according to SNI 1727-2013, then for calculation of earthquake engineering refers to SNI 1726-2012. Analysis structure using ETABS, for the material of structures is used concrete including frame section (column, sloof, beam, and slab). From the planning and design of the flats that were done in this thesis obtained 2 types of columns with a size 50/50 using reinforcement 12-D19 and shear reinforcement O10-100 and 35/35 using reinforcement 8-D19 and shear reinforcement O10-100, then obtained 2 types of main beams with a size 35/50 using reinforcement 12-D16 with shear reinforcement O10-100 and size 25/30 using reinforcement 5-D16 with shear reinforcement O10-120, then for floor and roof slab obtained a thickness 13cm using reinforcement D12-150. RAB structure obtained in this plan is Rp.15,920,000,000,- so that the price per meter is Rp.3,686,000,-. Keywords : Analysis and Planning structure, ETABS, Thesis Result.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"57 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130535417","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 ANALYSIS OF HYDROLOGY IN KUPANG RIVER PEKALONGAN â€“ BATANG 北卡隆岸-巴塘库邦河的水文分析

Journal of Green Science and Technology Pub Date : 2019-10-31 DOI: 10.33603/jgst.v3i3.2754

Esa Anggriani, Saihul Anwar

{"title":"THE ANALYSIS OF HYDROLOGY IN KUPANG RIVER PEKALONGAN â€“ BATANG","authors":"Esa Anggriani, Saihul Anwar","doi":"10.33603/jgst.v3i3.2754","DOIUrl":"https://doi.org/10.33603/jgst.v3i3.2754","url":null,"abstract":"Kupang River administratively located in Batang Regency, as well as the District and City of Pekalongan, Central Java Province. The Kupang River irrigates the Kupang Watershed with an area are 194.87 Km and the river length are 67.5 km. The Kupang watershed is in the administrative area of 3 regencies and 1 city, that are Pekalongan City, then Batang, Pekalongan, and Banjarnegara districts. In general, semi-monthly rainfall ranges between 16 mm until 299 mm. The dry season go on April until September and the rainy season go on October until March. The purpose of this research is to do a calculation and analysis to get the amount of water potential with available data. In terms of quantity, the problem of water for agriculture especially on dry land, is about the water supply and distribution. Because the water supply is very dependent on the distribution of rainfall throughout the year which is very uneven even in the rainy season. Because of that reason the technology and methods that are effective, efficient, and can be applied in various regional characteristics are needed to meet water needs. Flood control is also very necessary to prevent floods that can occur at any time. Flood discharge plan calculated using several methods that suitable. With this we can minimize the possibility of flooding and be responsive in an effort to minimize the worst possibilities when the floods take place.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"178 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131675416","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

ANALYSIS STRUCTURE OF THE NEW BUILDING PKU MUHAMMADIYAH ISLAMIC HOSPITAL TEGAL 北京大学穆罕默德伊斯兰医院新建筑结构分析

Journal of Green Science and Technology Pub Date : 2019-10-31 DOI: 10.33603/jgst.v3i3.2758

Yusril Ramadhan, Ari Firmanto

引用次数: 0

ANALYSIS OF CINAPEL BRIDGE PROJECT CONSTRUCTION MANAGEMENT ON THE CISUNDAWU TOLL ROAD 顺达坞收费公路新桥工程施工管理分析

Journal of Green Science and Technology Pub Date : 2019-10-31 DOI: 10.33603/jgst.v3i3.2759

Nopa Pahlawati, Nikko Rozy, Saihul Anwar

{"title":"ANALYSIS OF CINAPEL BRIDGE PROJECT CONSTRUCTION MANAGEMENT ON THE CISUNDAWU TOLL ROAD","authors":"Nopa Pahlawati, Nikko Rozy, Saihul Anwar","doi":"10.33603/jgst.v3i3.2759","DOIUrl":"https://doi.org/10.33603/jgst.v3i3.2759","url":null,"abstract":"Construction management is an attempt to use limited resources efficiently, effectively and timly in completing a project that has been palnned. There are 3 kinds of basic functions of construction management including planning, implementation, and control. Of three of these activities to control the resources on aproject that includes worker, equipment, material, money, and method. The research method used was qualitative research, as a way of collecting data on the study is how the study of the literature, interviews and direct observation in field. And this method is a method that is done to get a foundation theory in analyzing data, namely the analysis calculation of the volume of material, analysis of labor, analysis tool, method, method of Bar Chart S Curve and Critical Path Method. The location of the studies reviewed were Analysis Of Cinapel Bridge Project Construction Management On The Toll Cisundawu Road , located on Pamatutan Hamlet Mulyasari – Pasir Hamlet Margamukti, Sumedang. The results of this research is the budget plan costs completed the construction of the Cinapel Bridge Project on Cisundawu Toll Road until the final stage costs less than Rp. 168,020,632,320, and analysis of the Critical Path Method (CPM) estimates that the completion of the Cinapel Bridge on Cisundawu Toll Road takes 129 weeks (903 days)","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122259048","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