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All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) The Spirit of Society Journal : International Journal of Society Development and Engagement IJTI (International Journal Of Transportation And Infrastructure) Astonjadro IJEEIT : International Journal of Electrical Engineering and Information Technology IJIEEB : International Journal of Integrated Education, Engineering and Business Proceeding of World Conference Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan NEUTRON : Research from all areas of the Civil Engineering APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE) Narotama Jurnal Teknik Sipil International Journal of Engineering, Science and Information Technology CASHFLOW : CURRENT ADVANCED RESEARCH ON SHARIA FINANCE AND ECONOMIC WORLDWIDE International Journal on Advanced Technology, Engineering, and Information System (IJATEIS)
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Civil Engineering Study Program, Faculty Of Engineering, Narotama University Surabaya, Indonesia
Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Physics Social Sciences Transportation Other

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Journal : Proceeding of World Conference

 1 
Study Of Column Evaluation Of Capacity On Earthquake Load In Level Building Yoab Orlando Iek; Koespiadi Koespiadi
Journal of World Conference (JWC) Vol. 2 No. 1 (2020): January 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/prd.v2i1.133

Abstract

Column play an important role in bulding structure,remembering column failures wil improve the overall structure.other structure,column structural element that are vulnerable to completion failure recive earthquake loads.The structure of this bulding is located in jayapura,including in KDS D with a value of = 0,9 and =0.96 .From the result of structural analysis to the column evaluated,then the dimension of K1 100/100 (28D36,D25-100 mm , D25-150 mm and 8 D25-100 mm) K2 120/120 (28D32, D25-100 mm,D25-150 mm and 8 D25-100 mm) ,K3 130/130 (28 D 32,D25-130 mm, D25-150 and 8D25-130 mm),K4 140/140( 28 D32,D25-130 mm,D25-150 mm and 8D25-130 mm), column WF792x400x30x40, WF 800x400x30x40, WF 808x400x30x40, WF 900x400x30x40 with efficient columns such as column K1 100/100 with low prices Rp Rp.23,065,074,774.000.After analyzing the structure of a tiered bulding using the SRPMK method,it is expected to remain earthquake resisitant and have economic efficiency values
Crashing Analysis on the Construction of The First Its Tower Building Using Time Cost Trade Off Method Lindah Sri Aminingtiyas; Koespiadi; F Rooslan Edy Santosa
Journal of World Conference (JWC) Vol. 3 No. 3 (2021): May 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

A construction project is a series of activities carried out with a specific scope of work, time and expense according to the agreement between the project owners and the contractors. In the case of a project, it is necessary to file a task so that it can run smoothly and carry out according to plan times. An optimum time and expense analysis of the job involved time cost trade off for case studies of the advanced construction of the tower's 1 (one) located on the campus of ITS Sukolilo - Surabaya. Analysis runs to speed up project time that is tardiness with minimal costs added and should be noted on the other hand that the emphasis on activities that are on critical trajectories and have the lowest cost slope on those tracks. Steps made in this acceleration are identifications of job activity, arranging network diagrams, specifying acceleration scenarios, crashing duration and crashing cost, calculating cost slope, and do the iteration phase. After a time cost trade off analysis, it would provide output with multiple time and cost alternatives to the new project. Of the many alternatives, selected the time and expense of the completion of the project optimum. From the analysis, to complete the work at completion time according to plan, the cost increased by IDR 474.268.897,00 from IDR 9.919.982.348,00 to IDR 10.394.251.245,00 with a 32 day reduction from 180 days to 148 days so that the project could be completed as expected on March 2, 2021.
Comparative Analysis Of Implementation Methods Soldier Pile And Sheet Pile Retaining Wall On The Construction Of Gwt Pt. Ubs Surabaya Muhammad Alfian Eko Buwono; Koespiadi; Julistyana Tistogondo
Journal of World Conference (JWC) Vol. 3 No. 4 (2021): July 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Generally, a basement construction requires an appropriate Earth Retaining Wall to support the development process in the area. In the project area of ??PT. UBS Surabaya has the construction of a Soldier Pile which is arranged from Bored Pile and Bentonite Pile, the construction applies the Bottom Up and Dewatering method which means that construction starts from the subgrade level firstly and then the construction work goes up. This research was aimed to examine the existing types of retaining wall (Soldier Pile) with an alternative comparison of Corrugated Concrete Sheet Pile (CCSP). This is aimed to finding the effectiveness retaining wall that has been used with another methods so that it can affect to management in terms of cost and time which has been taken. Based on the comparison result of two methods, it is found that the use of the Soldier Pile method has a cost difference of Rp. 139,533,000,- less than the Sheet Pile method. However, the implementation time of the Sheet Pile method is 28 days faster than the Soldier Pile method, with this comparison, the Sheet Pile method is considered more effectively applied with an implementation time effectiveness ratio of 36.36% considering that the development project area is close to densely populated settlements. Based on the results of the comparison of the two methods, it is found that the use of the Soldier Pile method has a cost difference of Rp. 139,533,000,- less than the Sheet Pile method. However, the implementation time of the Sheet Pile method is 28 days faster than the Soldier Pile method, with this comparison, the Sheet Pile method is considered more effectively applied with an implementation time effectiveness ratio of 36.36% considering that the development project area is close to densely populated settlements.
The Descriptive Study of Gresik Cements Product Quality: Survey on Gresik Cements Users in Surabaya Felly Febianto; Koespiadi
Journal of World Conference (JWC) Vol. 3 No. 4 (2021): July 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Cement is a product that is needed in the construction of infrastructure and various kinds of buildings. The function of cement as an adhesive material in the building construction makes cement have a vital position for people. Therefore, cement producers must pay attention to the quality of cement produced to fulfill the cement supply in accordance with development needs, either quantity or quality. There are many cement producers and brands in the market, makes people have many choices of cement products that can be used. This study aims to examine the quality of Gresik cement on cement users in Rungkut District, Surabaya. The research method used is descriptive quantitative research. Data was collected by spreading questionnaire to 79 cement users who are construction workers in Rungkut District, Surabaya. These data is then processed by applying descriptive statistics supported by SPSS for Windows version 20.0 program. The results reveals that the quality of Gresik cement was categorized as good. The highest quality perceived by respondents is reliability, followed by conformance to specifications and product performance. Meanwhile, aspects that are perceived as lower by users are durability, aesthetics, and additional features.
Scheduling Analysis of the Grand Shamaya Apartment Basement Development Project in the Midst of a Pandemic Using the First Method Bayu Arkan Pambudi; Koespiadi
Journal of World Conference (JWC) Vol. 4 No. 3 (2022): May 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

In planning and controlling a project, it is often faced with various obstacles, for example, there is a shortage of materials, errors in the work order. In this project there was a delay due to a pandemic which caused the project to be hampered which initially could run according to schedule but became not according to the specified schedule. To minimize the impact of risks that occurred, a project scheduling method was developed using a probabilistic duration, one of which was PERT ( Program Evaluation and Review Technique). In this study, PERT (Program Evaluation and Review Technique) simulation was implemented which was implemented in the Grand Shamaya basement construction project based on the optimistic, pessimistic, and possible durations obtained from the survey results by the project management. PERT calculation using Microsoft Project 2013 software which produces an optimistic duration of 530 days, then for a possible duration of 535 days, a pessimistic duration of 551 days, and finally for a simulation result duration of 534.6 days. The difference in the schedule for the basement construction project of the Grand Shamaya Surabaya apartment when compared to scheduling using the PERT (Program Evaluation and Review Technique) method is the length of duration and the probability of project completion. So the duration of the plan schedule for 535 days produces a probability of 53.19%. The difference in the schedule for the basement construction project of the Grand Shamaya Surabaya apartment when compared to scheduling using the PERT (Program Evaluation and Review Technique) method is the length of duration and the probability of project completion. So the duration of the plan schedule for 535 days produces a probability of 53.19%. The difference in the schedule for the basement construction project of the Grand Shamaya Surabaya apartment when compared to scheduling using the PERT (Program Evaluation and Review Technique) method is the length of duration and the probability of project completion. So the duration of the plan schedule for 535 days produces a probability of 53.19%.
Co-Authors Ada Bina Avizan Adhitya Bayu Pratama Adi Prawito Alfian Yudi Pradana Lepar Arie Marselino Liang Arthur Daniel Limantara, Arthur Daniel Bayu Arkan Pambudi Christian Aji Perdana Dean Arya W. Mardilan Dermawan Zebua Diah Ayu Restuti Wulandari Dimas Bagas S.A Durrotun N, Ronny Eva Wahyu Triliah Eva Wahyu Triliyah F Rooslan Edy Santosa Felly Febianto Fredy Kurniawan Hariyani, Betty Harjian Maprilana Hendrik Sulistio Hendrik Sulistio Hendro Sutowijoyo Hendro Sutowijoyo I Ketut Sutapa Ice Trisnawati Irwanto, Aditya Ismawati Ismawati Julistyana Tistogondo Junizia Elsa De Almeida Kelik Dwi Dwi Kresmon Lindah Sri Aminingtiyas Makno Basoeki MHP Primasita Muhammad Alfian Eko Buwono Nur Alfionita, Firda Bunga Oetomo, Wateno Pradana, Suresta Pujianto Pujianto Putra, Harisa Ramadhani PUTU IKA WAHYUNI Rahadian, Deni Rega Febriana Ridwan Dwi Setiawan Rio Kurniawan Budi Soeseno Sarwono Hardjomuljadi Setiawan, Muhammad Ikhsan Shufiyah Rakhmawati Sita Ramandhani Arumsari Susanto Sri Wiwoho Mudjanarko, Sri Wiwoho Suprayitno Suprayitno Tomi Admanegara Vito Adivta Nugraha Wardhani, Fitri Swastika Wardhani, Fitri Swastika Yoab Orlando Iek Yohana Pricilia