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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%.
KAJIAN TATA RUANG UNTUK MENERAPKAN SISTEM INSENTIF PEMANFAATAN RUANG PADA PROYEK KPS (KERJA SAMA PEMERINTAH SWASTA) JALAN TOL (STUDY KASUS KAKI NUSA DUA PADA JALAN TOL BALI MANDARA) Putu Ika Wahyuni; Sarwono Hardjomuljadi; Hendrik Sulistio; K. Koespiadi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 1 (2018)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (362.579 KB) | DOI: 10.22225/pd.7.1.822.111-122

Abstract

ABSTRACT The Government of Indonesia was committed to encouraging public-private partnership (PPP) schemes to address gaps in infrastructure development. But not all projects offered through the PPP scheme have a high degree of eligibility because the project is a long-term investment with a considerable degree of risk challenge. Efforts to improve the feasibility of investing in toll road PPP projects were made such as investment guarantees and incentives for the private sector. This study is a continuation of previous research that was an implementation of the incentive system in PPP project contract to increase investment feasibility. In this study, the authors want to obtain a general description of:(1) Existing condition of research location and land use based on Local Regulation around Bali Mandara Highway (Field Observation and Local Regulation), (2) To know the wishes of the people around Highway in a location that allows applied spatial use incentive system (Interview Method), (3) Assessing the spatial plan at the foot of the toll road regarding spatial use plan with guidance on incentives and density utilization of space on the highway (method of cropping the map). From the result of the research, it can be seen the general description of the people's desire to play a role in the utilization of space around the Nusa Dua toll, where the results of satellite image analysis and the spatial regulation on spatial planning allow the availability of land for spatial use activities around highway about 10 hectares. Keywords: highway, KPS, spatial, use of space
IDENTIFIKASI VARIABEL SISTEM INSENTIF DALAM PROYEK KERJASAMA PEMERINTAH SWASTA (KPS) JALAN TOL Putu Ika Wahyuni; Sarwono Hardjomuljadi; Hendrik Sulistio; K. Koespiadi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (510.551 KB) | DOI: 10.22225/pd.7.2.951.239-256

Abstract

Gaps Infrastructure financing in Indonesia must be sought out, one of which is to improve the performance of PPP projects to be bankable / economically viable / investment-worthy so that investors / private companies are willing / interested in investing in infrastructure projects. with Malaysia which now has more than 3000 km of toll roads. The incentive system is implemented in developed countries to improve the performance of feasibility and anticipate risks in toll road KPS projects that have long-term contract / concession time. Burris, Baker, Geiselbrecht (2014). The government needs to make a breakthrough to provide space utilization incentives as a form of controlling the use of space where investors and the public can participate by working together to increase toll revenues. The intended use of space is the management of the area around the toll road with a certain amount of area and the allocation of the management plan that has the maximum economic impact so that investors can obtain other income that can be included in the toll revenue cash flow. This study uses the AHP method with digital analysis with Expert Choice to produce the following analysis: the highest criteria for incentive for space utilization activities. The highest sub-criteria are in the physical provision of compensation from the government to the community where the land is applied to incentives for spatial use.
PELAKSANAAN SISTEM LONCAT 2 LANTAI UNTUK GEDUNG BERTINGKAT RANGKA BAJA Koespiadi Koespiadi; Vito Adivta Nugraha; MHP Primasita; Dimas Bagas S.A
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 2 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (347.009 KB) | DOI: 10.22225/pd.8.2.1400.200-212

Abstract

The construction of the 2-story jump system is an alternative to the construction of steel frame buildings. In this study an analysis was carried out on a 10-story steel frame building using a comparative method between 2 systems namely the 2-story jump system and Conventional Systems. The research method used is to compare between 2 systems, where in the initial stages a modeling of a 10-story steel building to get a steel frame building design, followed by an analysis of completion time for each system, and control of buckling in the column for a 2-story jump system. In accordance with the analysis, it was found that the implementation of the construction of a 10-story steel frame building with the 2-story jump system takes 62.97 days, whereas with the conventional system takes 74.68 days or the 2-story jump system is 11.71 days faster or 84.32% of the time of the implementation of conventional systems. Pelaksanaan pembangunan dengan Sistem Loncat 2 Lantai merupakan alternatif untuk pelaksanaan pembangunan gedung rangka baja. Pada penelitian ini dilakukan analisis pada gedung rangka baja 10 lantai dengan menggunakan metode komparasi antara 2 sistem yaitu sistem loncat 2 lantai dan sistem konvensional. Metode penelitian yang dilakukan adalah membandingkan antara 2 sistem, dimana pada tahap awal dilakukan pemodelan gedung rangka baja 10 lantai untuk mendapatkan desain gedung rangka baja, dilanjutkan dengan analisis waktu penyelesaian untuk masing masing sistem, dan kontrol terhadap bahaya tekuk pada kolom untuk sistem loncat 2 lantai. Sesuai dengan analisis, didapatkan bahwa dengan sistem pelaksanaan pembangunan gedung rangka baja 10 lantai dengan sistem loncat 2 lantai memerlukan waktu 62.97 hari, sedangkan dengan sistem konvensional memerlukan waktu 74.68 hari atau sistem loncat 2 lantai lebih cepat 11.71 hari atau 84.32% dari waktu pelakasanaan sistem konvensional.
STUDI PENGGUNAAN VARIASI CAMPURAN METERIAL PLASTIK JENIS HIGH DENSITY POLYETHYLENE (HDPE) PADA CAMPURAN BERASPAL UNTUK LAPIS AUS AC-WC (ASPHALT CONCRETE WEARING COURSE) Suprayitno Suprayitno; Sri Wiwoho Mudjanarko; Koespiadi Koespiadi; Arthur Daniel Limantara
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 2 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (386.807 KB) | DOI: 10.22225/pd.8.2.1410.222-233

Abstract

Roads with flexible pavement use asphalt as a binding aggregate so that it is much in demand rather than rigid pavement. Road infrastructure requires ongoing maintenance. The use of plastic packaging cannot be separated in everyday life. HDPE is a high density polyethylene. Based on the problem of the amount of used plastic waste currently available, this research is needed to find out how well the pavement uses the use of HDPE plastic as a mixed plastic waste. After testing in the laboratory and analyzing it according to the General Specifications of the Highway for normal composition without a plastic mixture of 0%, the asphalt content that meets all the requirements is estimated at asphalt level between 5.6% - 6%. From the results of the study with 4 different compositions, it was found that the optimal asphalt content composition of HDPE plastic mix 0%, 4%, 8% and 12% that meet the VIM and Stability obtained optimal 8% HDPE plastic mixture with an optimal asphalt content of 4.45%. Jalan dengan perkerasan lentur menggunakan aspal sebagai pengikat agregat sehingga banyak diminati daripada perkerasan kaku. Infrastruktur jalan membutuhkan pemeliharaan bersifat berkelanjutan. Penggunaan kemasan plastik tidak bisa dipisahkan dalam kehidupan sehari-hari. HDPE adalah polietilena berdensitas tinggi. Berdasarkan masalah jumlah sampah plastik bekas yang ada sekarang, penelitian ini diperlukan untuk mengetahui seberapa baik perkerasan menggunakan penggunaan jenis plastik HDPE sebagai limbah plastik campuran. Setelah menguji di laboratorium dan menganalisanya sesuai dengan Spesifikasi Umum Jalan Raya untuk komposisi normal tanpa campuran plastik 0%, kadar aspal yang memenuhi semua persyaratan diperkirakan tingkat aspal antara 5.6% - 6%. Dari hasil penelitian dengan 4 komposisi berbeda diperoleh komposisi konten aspal optimal campuran plastik HDPE 0%, 4%, 8% dan 12% yang memenuhi VIM dan Stabilitas diperoleh campuran plastik HDPE 8% optimal dengan kadar aspal optimal 4.45%.
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
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