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<![CDATA[The Multy Actors’s Role in Implementation Policy ProcessMulty Actors’s Role in Implementation Policy Process (Case Study in Policy of Compulsory Basic Education 12 Years at Kudus Regency, Central Java, Indonesia) ]]>
<![CDATA[Asih Widi Lestari]]>;
<![CDATA[Sri Suwitri]]>;
<![CDATA[Endang Larasati]]>;
<![CDATA[Hardi Warsono]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.178
<![CDATA[Kudus Regency is one area that successfully implemented Policy of Compulsory Basic Education 12 years since 2010 even before the central government issued a Policy of Compulsory Basic Education 12 years. In implemented this policy, Kudus Regency Government based on the Kudus Regency Regulation Number 2/ 2010 about Basic Education 12 Years and Regulation of Minister Education and Culture Republic Indonesia Number 80/2013 about Universal Secondary Education (Basic Education 12 Years). The success of Kudus Regency in implementing compulsory basic education 12 years policy is depending on the role of actors that depending in the implementation process. This research is using descriptive qualitative approach. The results of this research is the successful implementation of compulsory basic education 12 years policy in Kudus Regency can not be sparated from the synergy of multyactors’s role. The role of Central Government and Kudus Regency Government that is by issuing compulsory basic education 12 years policy, i. e Regulation Minister of Education and Culture Number 80/2013 and Kudus Regency Regulation Number 2/2010 about compulsory basic education 12 years, and their programs support. The private sector’s roles, is by providing scholarships and grants to infrastructure development of schools in Kudus Regency. The role of Kudus Regency society is provide full support and enthusiasm in implementing compulsory basic education in Kudus Regency.]]>
<![CDATA[Analysis of Online Car Service from User Aspect Using Importance Performance Analysis (IPA) Method ]]>
<![CDATA[Mochammad Faisol]]>;
<![CDATA[Sri Wiwoho Mudjanarko]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.195
<![CDATA[Several factors are considered by consumers in the selection of online transportation such as ease of ordering, appropriate prices and several other factors. The purpose of this study is to determine the effect of services provided online car services to users and determine the factors that need to be improved. This study used a sample of 96 respondents with data analysis using the Importance Performance Analysis method. The results showed that the Online Car (Grab Car) service affected User Satisfaction and the factors that needed to be improved consisted of Timeliness, Attention to, Safety and Environmental Pollution.]]>
<![CDATA[Parking Space Needs Analysis Tamini Square Mall and Performance Roadway Pondok Gede, Jakarta ]]>
<![CDATA[Widodo Budi Dermawan]]>;
<![CDATA[Bagas Pradita]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.198
<![CDATA[Jakarta is the capital city of Indonesia with a population of 10.46 million inhabitants (CBS, 2018). Tamini Square Mall located in East Jakarta has a population of approximately 2,916,018 people (BPS, 2018). Tamini Square Mall is a mall located in East Jakarta, precisely at the Crossroads Taman Mini Raya and Jalan Raya Pondok Gede were established in 2006. The total area of ??approximately 1,000 meter² consisting of 5 floors. Tamini Square Mall became one of the popular shopping center due to its strategic location and within walking distance of Pinang Ranti Terminal, Settlements, Central Offices, Schools and Recreation Taman Mini Indonesia Indah. The method used in this research is by way of observation. Observation method is a method by means of direct survey of spaciousness. It is absolutely necessary to know the actual conditions. The survey method is dilakukuan on this analysis, a method of recording the number of vehicles. Accumulation of the largest parking for cars on Sunday as many as 120 vehicles occurred between 16:00 to 16:59 pm, while on Sunday for a motor vehicle 382 takes place between 14:00 to 14:59 pm. The average duration of parking of vehicles is 4 hours 24 minutes for cars and 4 hours 18 minutes for the motor. The parking index was 89.55% for cars occurred on Sunday at 16:00 to 16:59 pm and 88.84 for motorcycles occurred on Sunday at 14:00 to 14:59 pm. The Turn Over parking is 3 vehicles / SRP / time observations for cars and 4 vehicle / SRP / observation time for the motor and it happened on a Sunday. Judging from the analysis Roads Raya Pondok Gede, East Jakarta for speed survey at peak hours in the morning, afternoon and evening in getting the level of service or Level of Service (LOS), namely C and D.]]>
<![CDATA[Analysis of Agra Mas Bus Service Level Case Study of PGC East Jakarta Route – Soekarno Hatta International Airport ]]>
<![CDATA[Dermawan, Widodo Budi]]>;
<![CDATA[Setiawan, Bambang Adi]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.199
<![CDATA[The method used in this study is the Importance Performance Analysis (IPA) method. This research was conducted to determine passenger satisfaction, evaluate service levels by referring to service standard indicators from the Directorate General of Land Transportation. The results of the Bus Operational Performance analysis results refer to the Directorate General of Land Transportation standards, the overall results of operational performance have been included in the Good category with a value of 24 points. the results of the questionnaire stated that the service performance was very good (SB) by 16%; Good (B) of 52%; Fairly Good (CB) of 25%; Poor (KB) by 6% and Not Good (TB) by 0%, regarding the 5 Likert scale. From the Cartesian diagram there are several aspects of concern regarding the level of service, quadrant I there are 8 attributes that are considered important by consumers and their service is very satisfying, Quadrant II there are 1 attributes that are considered very important by customers but the service is not satisfactory.]]>
<![CDATA[Analysis of Parking Space Requirements in Grand Galaxy Park Mall and Performance of Boulevard Raya Roads Jakasetia, Bekasi City ]]>
<![CDATA[Dermawan, Widodo Budi]]>;
<![CDATA[Imamsyah, Alif]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.202
<![CDATA[Bekasi City is a large city with a population of 2,803,283 people (BPS, 2016). The area of ??Bekasi City is 210.49 km². Grand Galaxy Park Mall is one of the malls located in the city ??of Bekasi precisely on Boulevard Raya Roads Grand Galaxy City Jakasetia. The area is of land approximately 19.000 meters² with a floor area of 17.000 meters² which consists of 5 floors. Grand Galaxy Park Mall became one of the popular shopping centers because this mall is known as a modern mall and was built with an environmentally friendly concept and the location of this mall is also very strategic and integrated with the residential area of ??Grand Galaxy City, Schools, Shops and Offices. The method used in this research is the observation method. The Observation Method is a method by conducting direct survey of spaciousness. This is absolutely necessary to determine the actual condition. The survey method used in this analysis is the method of recording the number of vehicles. The largest accumulation of parking for cars on Saturday as many as 132 vehicles occurred between 18.00-18.59 WIB, while for motorcycles on Saturday as many as 167 vehicles occurred between 19.00-19.59 WIB. The average duration of vehicle parking is 3 hours 42 minutes for cars and 3 hours 30 minutes for motorbikes. The largest parking index is 85.16% for cars occurred on Saturday at 18.00-18.59 WIB and 41.75 for motorcycles occurred on Saturday at 19.00-19.59 WIB. The biggest Parking Turn Over is 4 vehicles / SRP / observation time for cars and 3 vehicles / SRP / observation time for motorcycles and that happens on Saturdays. Judging from the analysis of the Jalan Raya Raya Boulevard Jalan Jakasetia for the survey speed at peak hours in the morning, afternoon and evening get the level of service or Level of Service (LOS), namely B and C.]]>
<![CDATA[Efficiency and Effectiveness Comparative Analysis of Wide Flange Beams and Cellular Beams in A Case Project United Tractor ]]>
<![CDATA[Essen, Donald]]>;
<![CDATA[Rahman, Muhammad Nur]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.203
<![CDATA[United Tractors Company will build a sports center building consist of 3 floors using steel structures. Nowadays, limited land is one of the building development problems. The construction of multi-stored buildings is a solution to the limited land problem. The writer has analyzed beam design with a Wide Flange and Cellular system. Focused on the beam element with construction material in the form of steel with steel quality BJ-37, Fy 240 MPa, Fu 370 MPa. The strength and efficiency of the use of steel tonnage were also analyzed. E-Tabs software 2016 used to steel beam structure analysis. In this beam design planning refers to the steel structure planning following SNI 1729: 2015, SNI 1727: 2013, AISC 2010, ASCE 7-10, and also AISC Design Guide 31. The results of manual verification show that the cross-section of WF 400x200x8x13 and CB 250x125x5x8 with a span length of 6 meters is declared to be strong and safe because fill the strong requirements needs to be smaller than the strength of the plan. The efficiency of the use of Cellular Beam was compared to Wide Flange, the longer of Cellular Beam will increase steel tonnage reductions. The percentage reduction in steel weight will continue to increase when the length of steel usage also increases. This concludes that the use of steel length with steel weight reduction will move linearly. Where in this project with a steel beam length of 1439.27m reduction of steel tonnage was at 19.5%.]]>
<![CDATA[Comparative Analysis Study of ATC-40 and SNI 1726-2012 Guidelines For Beam Structure Performance and Column Trans Studio Apartments Applications Using Dynamic Response Spectrum Analysis Methods ]]>
<![CDATA[Agyanata Tua Munthe]]>;
<![CDATA[Abdul Gafur]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.204
<![CDATA[The earthquake that often hit Indonesia caused thousands of lives and caused damage to buildings. These earthquakes often occur because Indonesia is in two regions, namely the Pacific earthquake path (Circum Pacific Earthquake Belt) and the Asian earthquake lane (Trans Asiatic Earthquake Belt). Earthquake disasters cause damage to building structures. When an earthquake occurs, it is expected that the building can accept earthquake force at a certain level without significant damage to its structure. In general, earthquake analysis is divided into two major parts, namely static earthquake analysis and dynamic earthquake analysis. In buildings that are very high, irregular, multilevel, and buildings that require enormous accuracy are used dynamic analysis planning, which consists of a variety of spectral response analysis and dynamic time response dynamic analysis. This study aims to determine the building's security in terms of displacement, drift, and base shear. The method used is a dynamic analysis of the response spectrum using the ETABS program. The maximum total drift in the X direction is 0.0200475 m and in the Y direction is 0.020405 m, so the building is safe against ultimate boundary performance (0.02h) and service boundary performance {(0.03 / R) x h}. So that the displacement in the building does not exceed the maximum displacement, the building is safe from earthquake plans.]]>
<![CDATA[Comparative Study Of Structure Response Isolated Base And Not Isolated Base on IHF School Cimanggis ]]>
<![CDATA[Munthe, Agyanata Tua]]>;
<![CDATA[Iksan, M]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.205
<![CDATA[Along with technological developments in the field of civil engineering, various systems are used to reduce the impact of earthquakes on the structure. One system that has long been developed is a passive prevention system consisting of seismic isolation. Buildings that use seismic dumper are expected to fail structure when an earthquake occurs. This study discusses the comparison of internal forces in buildings using base isolation and without base isolation. The building which is the case study is the Indonesian Heritage Foundation school building in Cimanggis. The analysis uses the 2016 ETABS program. Earthquake analysis uses the Spectrum Response method. From the research results, it is known that the building which was installed with an insulator shakes the structure to 1,344 seconds. The vibration period of the structure increased 41% from the vibration period of the structure which still used a fixed base of 0.796 seconds. Seen from the intersection between floors the maximum direction of X can be reduced by 15.4% by installing an insulator. The same thing happened to the maximum inter-floor deviation for the Y direction deviation is muted by 27.75%. Base isolation installation reduces the moment in a column by 36% in the earthquake X direction and 61% in the earthquake Y direction. For column shear force is reduced by 58% in the earthquake X direction and 75% in the earthquake Y direction. Base isolation can reduce basic shear force in buildings by 24.49% in the X direction of the building and 22.24% in the Y direction.]]>
<![CDATA[Analysis of Strength, Stiffness, and Stability The Formwork Construction in LRT Jabodebek Project ]]>
<![CDATA[Munthe, Agyanata Tua]]>;
<![CDATA[Noegroho, Muhammad Ardiansyah]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.206
<![CDATA[The Upper Longitudinal Beam casting on the Jabodebek LRT Project requires a shoring to be able to withstand the workloads. To avoid the failure of formwork construction, formwork must meet the strength, stiffness, and stability requirements for each formwork component material. The analysis is carried out on the value of bending stress, deflection, and shear that occur in each component of formwork. From the analysis carried out each obtained as follows. Strength requirements with flexural stress values that occur in Plywood, Girder GT 24, and Steel Waller SRZ materials, each of which is smaller than ? permit = 100 kg / cm2, 70000 kg / cm2, and 1200 kg / cm2. Stiffness requirements with deflection values that occur on Plywood and Girder GT 24 material are ? permit = l / 400. Whereas the SRZ Steel Waller fulfills ? permit = l / 240. Stability requirements with shear stress values that occur in Plywood, Girder GT 24, and Steel Waller SRZ materials, each of which is smaller than ? permit = 12 kg / cm2, 1400 kg / cm2, and 696 kg / cm2. Peri Up Shoring can support all formwork loads. So it can be said that the construction of the Upper Longitudinal Beam formwork is in a safe condition.]]>
<![CDATA[The Estimation of Water Demand and Alternative Water Resources in Patra Jasa Building Year 2020-2025 ]]>
<![CDATA[Nandiasa, Jantiara Eka]]>;
<![CDATA[Moyo, Ari]]>
<![CDATA[ Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020 ]]>
Publisher : <![CDATA[NAROTAMA UNIVERSITY, Indonesia ]]>
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DOI: 10.29138/prd.v2i2.208
<![CDATA[The development of the capital city is very rapidly this will cause water demand will continue to increase along with the rate of population growth, all fulfillment of food needs, and activity of the population closely related to the needs of water. This research aims to determine the total number of water needs required by the Patra Jasa building in the years 2020-2025 and to conserve water use and costs with the presence of alternative water sources. This study used the research method of case study approaches with the accumulation of primary data and secondary data, subsequent analysis of the availability and water needs, and replaced with alternative water sources. From the results of this study, the consumption of clean water 63838.5 m3, non-consumptive water per year 46681 M3 with details of flushing needs 36500 m3, watering 6351 m3, and cooling tower 3650 M3. The potential of source research-alternative water sources as in this is a source of rainwater that can be used to meet the daily needs of the building of 879.38 m3/day so that it can cover all the needs of non-consumptive water. FRP tank design used is FRP tank 1200 m3 with a method of rain supply that can be harvested from the roof of Patra Jasa building is 320973.7 m3/year and the average requirement is 174.9 m3/day, 5274 m3/month, 63838.5 m3/year. Annual water uses savings of 57835.71 m3/year or Rp. 725,880,160.00.]]>
