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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
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Penggunaan Lead Rubber Bearing (LRB) Sebagai Desain Apartemen 25 Lantai Berbasis Gaya, Dengan Special Momen Frame (SMF) Kelik Dwi Dwi Kresmon; Koespiadi Koespiadi; Hendro Sutowijoyo
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 5, No 2 (2020): September
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v5i2.488

Abstract

Beberapa tahun terakhir Indonesia sering terjadi gempa, oleh sebab itu penerapan salah satu sistem rangka untu k bangunan tahan gempa yaitu special moment frame (SMF) bisa menjadi modal alternatif demi menekan angka kerusakan pada bangunan yang terjadi. Perhitungan pada konstruksi baja dengan sistem special moment frame mengacu pada SNI 1729:2015 tentang Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung, SNI 1726:2019 tentang Tata cara perencanaan ketahanan gempa untuk struktur gedung dan non gedung, dan untuk seismik menggunakan AISC 341-10. Selain penggunan sistem special moment frame (SMF) pada struktur juga bisa menggunakan base isolation system yaitu lead rubber bearing (LRB) sebagai tambahan pada stuktur bawah. Penggunaan lead rubber bearing di daerah rawan gempa sangat membantu dalam menekan kerusakan pada sebuah bangunan. Perbandingan penggunaan fixed base dibandingkan isolation base cukup terlihat dalam segi keamanan. Pada perioda struktur getar meningkat sebesar 45% dibandingkan dengan fixed base dan dapat disimpulkan bahwa dengan isolation base bisa memberikan kekakuan yang lebih baik. Jika ditinjau dari simpangan antar lantai terjadi penurunan pada kedua arah. pada arah x mengalami penuran berkisar 65% sedangkan pada arah sebaliknya yaitu y mengalami penurunan sebesar 52%.
STUDI PENERAPAN VALUE ENGINEERING PADA STRUKTUR ATAP PEMBANGUNAN GEDUNG ISLAMIC CENTER DI DRIYOREJO KABUPATEN GRESIK Pujianto Pujianto; Koespiadi Koespiadi
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 6 No 2 (2018): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1366.323 KB) | DOI: 10.24929/ft.v6i2.618

Abstract

Rekayasa Nilai (Value Engineering) adalah salah satu teknik untuk mengendalikan biaya yang memiliki potensi keberhasilan cukup besar, dengan menggunakan pendekatan analisa nilai terhadap fungsinya yang dilakukan dengan cara menekankan pengurangan biaya sejauh mungkin dengan tetap mempertahankan tingkat kualitas dan ketahanan sesuai yang diharapkan. Penelitian ini dilakukan untuk mengkaji Faktor-faktor yang dapat berperan secara signifikan dalam mewujudkan efisensi rangka atap, Berapa besarnya penghematan yang dilakukan bila menerapkan Value engineering pada tahap perencanaan atap, dan Apakah penerapan studi Value Engineering pada proyek pembangunan dapat meningkatkan efisiensi dari segi biaya, waktu serta kualitas. Penelitian ini menggunakan metode analisis 7 tahap yaitu tahap informasi, tahap analisiss fungsional, tahap kreatif, tahap evaluasi, tahap pengembangan, tahap penulisan dan tahap presentasi. Penerapan Value Engineering ini dilakukan pada konstruksi rangka atap baja WF diganti dengan baja ringan (galvalum). Setelah melalui analisis dengan tujuh tahap diatas maka didapatkan hasil perhitungan dari biaya awal sebesar Rp.5.199.091.117,14 dan biaya setelah dilakukan Value Engineering adalah sebesar Rp.4.850.834.967,94 maka penghematannya sebesar Rp.348.256.149,21 atau sekitar 6,7%.
PERENCANAAN STRUKTUR KOMPOSIT DAN LINTASAN OVERHEAD CRANE SEBAGAI BEBAN DINAMIS LONGITUDINAL-TRANVERSAL Dean Arya W. Mardilan; Koespiadi Koespiadi
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 7 No 1 (2019): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (258.189 KB) | DOI: 10.24929/ft.v7i1.681

Abstract

Bangunan atas gedung memiliki luas total bangunan 1,450 m2 dan terdiri dari 7 lantai. Perencanaan ulang bangunan ini dimaksudkan untuk mengetahui kapasitas bahan utama yang digunakan pada struktur bangunan, terutama gelagar lintasan crane serta struktur komposit yang digunakan. Perhitungan pembebanan dilakukan secara manual dengan acuan PPIUG, dan perhitungan statikanya menggunakan program Autodesk Robot Structural Analysis Professional 2012, serta pendimensian/kontrol kapasitas elemen baja dilakukan secara manual dengan acuan SK-SNI 03-1729-2015. Metode penggambaran menggunakan software AutoCAD 2014. Hasil perhitungan perencanaan diantaranya kuda-kuda menggunakan profil siku ganda 50 x 100 x 10, gording menggunakan profil CNP 150 x 65 x 20 x 3.2, penggantung gording menggunakan besi beton Ø 10 mm dan ikatan angin menggunakan besi beton Ø 16 mm, sambungan kuda-kuda menggunakan baut jenis A325 dengan Ø 12 mm, crane yang direncanakan adalah EOT crane dengan kapasitas angakat 100 kN, gelagar lintasan crane menggunakan profil WF 700 x 300 x 13 x 24, struktur balok dan kolom menggunakan profil WF 600 x 300 x 12 x 17, angker menggunakan besi beton Ø12 mm. Sedangkan pada perencanaan beton bertulang menggunakan fc’ 30 MPa, fy 240 MPa, tebal pelat lantai 15 cm menggunakan tulangan utama Ø12 – 85, sedangkan untuk pelat leufel tulangan lapangan yang digunakan adalah Ø12 – 80 dan untuk tangga menggunakan tulangan utama Ø16 – 100 mm. Untuk pondasi, pada pile cap digunakan tulangan utama D22 – 100 mm.
STUDY OF 7 BUILDING DEVELOPMENT PLANNING SPECIFICATION OF STEEL FRAMEWORK STRUCTURE (BASED ON SNI 1729 - 2015) (CASE STUDY: OFFICE BUILDING CONSTRUCTION PROJECT) Tomi Admanegara; Koespiadi Koespiadi
IJEEIT : International Journal of Electrical Engineering and Information Technology Vol 2 No 1 (2019): March 2019
Publisher : NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijeeit.v2i1.1146

Abstract

Steel is a material that is widely used in industrial development and buildings with functions as the main building frame. This plan aims to plan a building structure with 7 floors plus a ground floor that will function as an office building with analysis using a Structure Analysis Program (SAP 2000 v.19) combined with steel regulations on SNI 1729: 2015. Based on the results of SAP analysis 2000 v.19 produces a column structure using WF Steel 400x400x30x50 with the beam 1 using the profile of Steel WF 350x300x14x23 and for the beam 2 using the profile of Steel WF 200x200x9x14. For anchor and baseplate using anchor M-25 with a length of 400 mm, with baseplate thickness of 25 mm and for bolts using M-25 bolts with a total of 16 bolts.
STRUCTURAL ANALYSIS OF APARTMENT BUILDING WITH SPECIAL RESISTING FRAME SYSTEM Sita Ramandhani Arumsari Susanto; Koespiadi Koespiadi
IJEEIT : International Journal of Electrical Engineering and Information Technology Vol 2 No 1 (2019): March 2019
Publisher : NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijeeit.v2i1.1147

Abstract

Indonesia has a high earthquake risk, therefore several buildings in Indonesia are designed with seismic retention systems where the column structure is designed to be stronger than the beam. The calculation of apartment building structure in this final design is based on SNI 1726:2012 and SNI 2847:2013. The method used in this calculation is the Special Moment Resisting Frame System (SMRFS) because the building area is included in the category of E seismic design which is a type of soft soil. The Special Moment Resisting Frame System is designed so that the building has more strength to withstand earthquakes, especially the column structure. This building is classified as a high-level building, therefore the analysis of seismic load is carried out by Spectrum Response Dynamic, using the SRSS (Square Root of the Sum Squares) method because the building structure has far-flung natural vibration times. In high-rise buildings, it is necessary to control the displacement between floors to reduce the large sway on each floor. The displacement between floors resulting from elastic analysis is less than the maximum allowable intersection between floors. so that the building structure is still safe against swaying.
ANALYSIS SCHEDULING PROJECT USING CPM METHOD (Case study : Project of the Surabaya Caspian Tower Apartment) Harjian Maprilana; Koespiadi Koespiadi
IJEEIT : International Journal of Electrical Engineering and Information Technology Vol 2 No 2 (2019): September 2019
Publisher : NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijeeit.v2i2.1155

Abstract

The success and failure of project implementation is often caused by poor planning and ineffective controls, so that project activities experience various obstacles such as the late completion of the project, the decline in the quality of work and the swelling of implementation costs. Project management is carried out to manage the project from the beginning of the project until the completion of the project properly. The case study in this study is PT. PP (Persero) Tbk. as the executing element of the construction work, it is in charge of organizing the construction of the Surabaya Caspian Tower Apartment in East Java. The CPM (Critical Path Method) method is used to find out how long a project has been completed and look for possible acceleration of project time. From the research using the CPM method, it can be seen that the normal duration of project completion is 453 days which can be optimized to 350 days. This can be done by giving special attention to activities included in the critical path and accelerating some activities by increasing the number of workers
The Engineering and Economic Feasibility Aplication of Bioconc on Concrete Quality Treatment in Low Heat Concrete Makno Basoeki; Koespiadi Koespiadi
IJESEMS : International Journal of Engineering Science Educatioon and Management System Vol 2 No 1 (2019): March 2019
Publisher : LPPM NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1362.853 KB) | DOI: 10.29138/ijieeb.v2i1.808

Abstract

This paper discuss the concrete hydration thermal control with the economical and eco-friendly Method Statement, based on the basic perfomance of concrete bio-admixture, Bioconc, which is produce mico-filler, reduce the binder content up to 40%. The concrete hydration thermal sources is from the cement as binder, since Bioconc may reduce up to 40% binder content, the concrete hydration thermal can be controlled and worked as Low Heat Concrete. The paper limited discuss about the application of the Bioconc,for laboratory scale trial mix, Low Heat Concrete mock up modelling test and comparison with another 2 (two) Low Heat Concrete above mentioned [1] , [4] and does not discuss the Bioconc ingredient. The research started by laboratory scale trial mix Fc'25 Low Heat Concrete Bioconc based concrete Job Mix, from cement content reduction 20%, 25%, 30% and 40%. The attached result shows optimum jobmix is Fc'25 Low Heat Concrete Bioconc based concrete Job Mix on 40% cement as binder content reduction, was choosen as Low Heat Concrete Mix Mock Up. Later on, further research make mock up for sampling mass concrete dimension 1000x1000x2500 mm3 was executed. The attached Graph Thermal Monitoring Low Heat Concrete shows that the peak temperature occured 63,5 ?C in 29,5 hours after pouring and maximum thermal differential between LHC layers is 19,5 ?C. Another two Low Heat Concrete Method Statement, i.e.: Pre-cooling and Low Heat Concrete with Fly Ash 40%, Mock Up Graph Thermal Monitoring also attached for comparison study. The observation and analysis proof that, “Low Heat Concrete Hydration Thermal Reduction with Bioconc” is work simplifier and economically, for mass pouring. The most essential thing is that, the basic concept of Bioconc’s Low Heat Concrete on reducing the mass concrete cement-binder content means reducing CO2 emision in every concrete production, without any hazard impact to the environment. Its mean Bioconc based Low Heat Concrete contribute to develop the green technology and eco-friendly technology on the concrete industry as sustainable green technology.
ANALYSIS OF THE IMPACT OF MAXIMUM VEHICLE LOAD AT THE AGE OF FLEXIBLE PAVEMENT (CASE STUDY OF THE ROAD SECTION OF HERA DILI TIMOR-LESTE Junizia Elsa De Almeida; Koespiadi
Neutron Vol 19 No 2 (2020): JANUARI 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The road network is a land transportation infrastructure that plays an important role in the transportation sector, especially for the balance of the distribution of goods and services, both from other regions. In this study, an analysis was conducted to find out how the influence of heavy vehicle volume increase on the service life of the road, while the method used was Bina Marga, the study was conducted by taking a case study on the Hera road section until Dili. This research is expected to find out how the service life of the road if the volume of heavy vehicles continues to increase. If the% of heavy vehicles increases, the thickness of the required surface layer will also be even greater. When% of vehicles or carrying heavy traffic loads are increased, the thickness of the existing layer cannot meet, because the calculation results with% of heavy vehicles increase by 10%, surface thickness 17.2 cm / This will cause the service life of the road to decrease because it is confirmed that the road will be damaged before the service period ends due to excessive load increase in heavy vehicles.
Risk Analysis of Delay in The Construction Project Rio Kurniawan Budi Soeseno; Diah Ayu Restuti Wulandari; Koespiadi Koespiadi
Neutron Vol 21 No 1 (2021): JULY 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The complex problems that existed during the Field Implementation in the SMP Negeri 1 Surabaya project at that time caused some work that was not as planned both in terms of time, quality and cost which resulted in overbudget and overtime. When experiencing overbudget and overtime, it is necessary to have good cost, quality and time management. Good management should not only be owned by the project owner. The length of time to complete the project has a big effect on the increase in the overall project cost. Therefore, daily, weekly and monthly progress reports are needed to report work results and completion times for each project work item. Furthermore, this work is compared with the completion time of the plan so that the completion time can be controlled for each period. This is because the construction of the building has a delay in time so that it can cause disruption in some field operations. The analysis that I have done is viewed from all of them (owner and contractor). This study uses the AHP (Analytical Hierarchy Process) research method because AHP is used to derive the ratio scale of several paired comparisons that are discrete or continuous. Other problems such as inconsistencies in planners, supervisors, executors, and other authorities in the field, namely lack of communication and late making decisions such as changes in design and changes in calculations that are in implementation and planning so that the project results in time and cost delays, and other problems. such as material calculations and others, there are also delays caused by delays in making decisions in implementation. Because of that, the project for the Public Junior High School 1 in Surabaya experienced delays in several jobs, namely the foundation, column, ladder, and beam work, which should have been done in 1-2 months to 3-4 months. In terms of implementation, such as lack of communication between planners, supervisors and implementers as well as other authorized officials, a good communication is needed. So that it does not cause so many problems and can reduce delays in terms of implementation in the field.
STUDY OF ANALYSIS OF REINFORCED CONCRETE BUILDING STRUCTURE SEVEN FLOOR AND ONE BASEMENT BY USING SPECIAL MOMENT RESISTING FRAME SYSTEM Adhitya Bayu Pratama; Koespiadi Koespiadi
IJTI International Journal of Transportation and Infrastructure eISSN 2597-4769 pISSN 2597-4734 Vol 2 No 1 (2018): September 2018
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (670.196 KB) | DOI: 10.29138/ijti.v2i1.779

Abstract

In Indonesia, there are many infrastructure developments in the form of bridges, parks and buildings. For many facility buildings that are built are health facilities, the construction of which is one of them is a laboratory and clinic located in the city of Medan. The area has an earthquake acceleration of 0.5g which has a moderate earthquake risk. In the analysis of the structure of the building, earthquake analysis was carried out with dynamic earthquake analysis of spectral responses in ETABS software, and manual calculations for dynamic earthquake forces with mathematic MDOF methods were carried out, and special moment frame frame (SRPMK) requirements were used. In this building, the strong column weak beam is prioritized, and has fulfilled the requirements to be said as a strong column weak beam, namely ? Me / Ø> 1.2 for Mnb / Ø 1110.62> 562.61 for columns 500 x 500 mm and 2606.15> 987.67 for columns 600 x 600 mm . And obtained the amount of reinforcement needed in this structural building including for floor slabs and roof used D13-200mm, beams 600 x 400mm used 4D22 and 2D22, beams 700 x 400mm used 6D22 and 3D22, joists 350 x 250mm used 5D22 and 3D22, columns 600 x 600 is used 12D22 and Ø12-130, columns 500 x 500 are used 8D22 and Ø12-130, the foundation is used pilecap size 2 x 2 x 0.9 m with reinforcement D25-110mm, and sloof with dimensions of 600 x 300mm used reinforcement 4D13 and 2D13.
Co-Authors Ada Bina Avizan Adhitya Bayu Pratama Adi Prawito Akhir, Moh. 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 Santosa, F. R. Edy Sarwono Hardjomuljadi Setiawan, Muhammad Ikhsan Shufiyah Rakhmawati Sita Ramandhani Arumsari Susanto Sri Wiwoho Mudjanarko, Sri Wiwoho Suhartini, Denok Suprayitno Suprayitno Tomi Admanegara Vito Adivta Nugraha Wardhani, Fitri Swastika Wardhani, Fitri Swastika Yoab Orlando Iek Yohana Pricilia