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All Journal Jurnal Teknik Sipil Journal of Engineering and Technological Sciences Teodolita: Media Komunikasi Ilmiah di Bidang teknik Jurnal Rekayasa Sipil Jurnal Teknik Sipil Jurnal Pengabdian Kepada Masyarakat (JPKM) Jurnal Forum Teknik Sipil Jurnal Lembaga Pengabdian Kepada Masyarakat Undana

Partogi H. Simatupang, Partogi H.

Program Studi Teknik Sipil, Fakultas Sains Dan Teknik, Universitas Nusa Cendana

Author-ID : 513143

Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Health Professions Materials Science & Nanotechnology Social Sciences Transportation Other

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INTEGRASI PROGRAM TEKLA STRUCTURES DAN SAP2000 DALAM PERENCANAAN GEDUNG BETON STRUKTURAL Simatupang, Partogi H.; Sir, Tri M. W.; Wadu, Verry A.
Jurnal Teknik Sipil Vol 9, No 1 (2020)
Publisher : Jurnal Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1705.411 KB)

Tekla Structures adalah sebuah program Building Information Modelling (BIM) yang berfungsi untuk membuat model dan menyimpan seluruh informasi sebuah struktur bangunan. Melalui Tekla Structure, sebuah struktur bangunan dapat dimodel tiga dimensi secara mendetail danuntuk melakukan analisis struktur dapat diintegrasikan dengan program desain analisis struktur lain seperti SAP 2000. Model awal dibuat pada Tekla Structure dan tahap analisa dan desain dilakukan pada SAP2000. Dari integrasi keduanya diperoleh berbagai kemudahan produk akhir yang sesuai dengan kebutuhan sebuah proyek antara lain gambar kerja, bill of material dan informasi-informasi detail lain. Keluaran yang dihasilkan Tekla Structure berupa gambar-gambar detail pelaksanaan, detail sambungan lengkap beserta daftar material dan volume sangat berguna dalam skala luas perencanaan maupun pelaksanaan kontruksi. Output volume yang didapat adalah berat total tulangan 65 Ton, volume total balok 6.77 m3 dengan berat total 16.248 Ton, volume total kolom 7.25 m3 dengan berat total 17.404 Ton dan volume total pelat 15.78 m3 dengan berat total 37.873 ton.Tekla Structures is a Building Information Modelling (BIM) program that serves to create models and store all the information of a building structure. Through Tekla Structure, a building structure can be modeled in three dimensions in detail and to perform structural analysis can be integrated with other structural analysis design programs such as SAP 2000. The initial Model was made on Tekla Structure and the analysis and design phase was done at SAP2000. From the integration are both obtained a wide range of final products to suit the needs of a project such as work drawings, Bill of material and other detailed information. The outputs generated by Tekla Structure are detailed pictures of the implementation, complete connection details and list of materials and volumes are very useful in the broad-scale planning and implementation of the construction. The Output volume obtained is the total weight of the reinforcement 65 Ton, the total volume of Beams 6.77 m3 with a total weight of 16,248 Ton, the total volume of the column 7.25 m3 with a total weight of 17,404 Ton and the total volume of the plate 15.78 m3 with a total weight of 37,873 tonnes.

On the Development of a Nomogram for Alkali Activated Fly Ash Material (AAFAM) Mixtures Partogi H. Simatupang; Iswandi Imran; Ivindra Pane; Bambang Sunendar
Journal of Engineering and Technological Sciences Vol. 47 No. 3 (2015)
Publisher : Institute for Research and Community Services, Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/j.eng.technol.sci.2015.47.3.1

Alkali activated fly ash material (AAFAM) has become the most promising material to substitute materials based on ordinary Portland cement (OPC). However, there is no available nomogram for AAFAM mixtures. In contrast, there are many rational methods available in the literature to make paste, mortar and concrete with OPC based materials, such as Monteiro-Helene's nomogram, which uses Abram's law, Lyse's law and Molinari's law. This paper presents a study to construct such a nomogram for AAFAM mixtures by first conducting experiments on the paste and mortar phases. The procedure of Monteiro-Helene's nomogram was adopted in this formulation. The first step in this direction was to find a close relationship between the strength and paste composition of the material that can be used as a substitute for Abram's law. The second step was to construct the equivalent of Lyse's and Molinari's relationships by varying the sand and fly ash contents. The results show that it is possible to make a nomogram for AAFAM mixtures such as the one for OPC based materials. Class F fly ash and its mortar phase were used to construct the nomogram. In addition, the mortar samples that were used to build the nomogram had similar solidification products according to their microscopic characteristics.

KAJIAN STABILITAS TANAH DAN PONDASI PADA RENCANA RELOKASI TAPAK TOWER JALUR TRANSMISI (SUTT 70 Kv) TIMOR DAMPAK BADAI SEROJA DI KUPANG FRANS LIKADJA; REMIGILDUS CORNELIS; PARTOGI SIMATUPANG
Teodolita: Media Komunkasi Ilmiah di Bidang Teknik Vol 22, No 2 (2021): Teodolita : Media Komunikasi Ilmiah Di Bidang Teknik
Publisher : Fakultas Teknik, Universitas Wijayakusuma Purwokerto

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53810/jt.v22i2.425

Abstrak Keberadaan tower transmisi sangat penting sebagai infrastruktur utama penyaluran tenaga listrik terutama di Nusa Tenggara Timur yang memiliki pusat pembangkit berjauhan dengan pusat beban. Akibat badai seroja, beberapa tapak tower mengalami kegagalan terutama karena sliding pada pondasinya. Karena itu, direncanakan reokasi tapak tower yang mengalami sliding tersebut. Untuk itu sngat diperlukan kajian terutama kestabilan tanah dasar pondasi sehingga desain pondasi lebih aman terhadap beban beban yang bekerja. Dalam penelitian ini telah dilakukan penyelidikan tanah yaitu pengujian sondir, boring, pengujian sampel UDS dan survey pemukaan tanah. Hasil penelitian menunjukan bahwa jenis tanahnya adalah lanau bercampur lempung bobonaro yang memiliki sifat ekspansive karena sifat kembang susut yang tinggi. Hal ini terkonfirmasi adanya retak permukaan yang luas. Berdasarkan hasi evauasi menunjukkan bahwa tekanan tanah berada pada kedalaman rata rata 16 m sehingga jenis pondasi disarankan mengunakan jnis pondasi dalam daya dukungnya memanfaatkan end bearing dan friksi. Hal ini karena nilai sudut kohesi dan sudut geser tanah sangat kecil Kata kunci: Stabilitas tanah, pondasi, Tower, Transmisi, Seroja.

Pemodelan Numerik Perilaku Lentur Dan Defleksi Elemen Balok Ferrogeopolymer Bill J. Ebenheazar; Remigildus Cornelis; Partogi H. Simatupang
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Vol 1 No 1 (2021): Volume 1 Nomor 1 Mei 2021
Publisher : Universitas Nusa Cendana

Ferro-gepolymer is a type of thin-wall reinforced element constructed of geopolymer cement mortar reinforced with closely spaced relatively small diameter mesh in layers. In this investigation, the flexural and the deflection behavior of the ferro-geopolymer beams were determined numerically and the results compared to the experimental values. All the experimental material properties adopted for numerical modeling. The numerical model of all the five beams was 600 mm effective span, 100 mm width, and 100 mm height. Each specimen of the beam model having different layers of wire mesh that are 3, 5, 7, 9, and 11. The results showed that the greater the number of layers, the variation between numerical and experimental results follows the same path without much difference. The numerical result showed that the greater the number of layers, the strength was increases but insignificant.

Base Shear Struktur Beton Bertulang Yang Menggunakan Base Isolator Akibat Beban Gempa Dengan Menggunakan Etabs Dicky N. Nggaba; Partogi H Simatupang; A. Hidayat Rizal
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Vol 1 No 1 (2021): Volume 1 Nomor 1 Mei 2021
Publisher : Universitas Nusa Cendana

The sudden release of energy within earth creates seismic waves on earth’s surface that is earthquake. This research was carried out using a base isolator type of HDR with Certification Number MVBR-0516 (XO.3R) to reduce base shear, displacement and internal forces acting on the structure. This study uses time history analysis method with some earthquake loads in the form of acceleration acceleration. The objectives of the study were to determine the base shear of a reinforced concrete structure building using a base isolator and without using a base insulator. The results of this study indicate the use of base insulators reduces base shear by about 20% -67% and 14% -70.5% for earthquakes in the x direction to the east and west. Meanwhile, in the y direction earthquake, it was around 43% -70% and 43% -62% to the south and north

Studi Parametrik Pengaruh Variasi Pengekangan Terhadap Nilai Kapasitas dan Daktilitas Penampang Kolom Beton Bertulang Bentuk T Adveni H.A Lada; Partogi H. Simatupang; Andi H. Rizal
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Vol 1 No 1 (2021): Volume 1 Nomor 1 Mei 2021
Publisher : Universitas Nusa Cendana

Column has a function as a successor of the entire building load for foundation with a cross-sectional shape which generally a square. In its development, the shape of column section has begun to vary, namely the 'L', 'T' and 'Plus (+)' shaped sections. The purpose of this study was to determine the effect of restraint parameters such as diameter of stirrups, distance between stirrups, diameter and configuration of longitudinal reinforcement also concrete quality on the capacity and ductility of T-shaped non-square column using Response-2000, XTRACT and SAP2000 programs to ensure the percentage comparison of the analysis result data is not more than 5%. The results of this study for each type of cross-section, namely each increase in the percentage of concrete quality parameters ranging from 25-35 MPa, the diameter of longitudinal reinforcement and diameter of stirrups will increase the value of capacity and decrease the value of ductility, while for each increase in the percentage of parameters the distance between stirrups will decrease the value of capacity and the ductility value. Meanwhile, the variation of longitudinal reinforcement configuration produces T2-1 section as cross section with the largest capacity value and T1-2 section as cross section with the greatest ductility value.

Studi Penggunaan Balok Lintel Pada Bangunan Gedung Infilled Frame 2 Lantai Menggunakan SAP2000 Petrus Tobi Tukan; Partogi H Simatupang; Elia Hunggurami
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Vol 1 No 2 (2021): Volume 1 Nomor 2 September 2021
Publisher : Universitas Nusa Cendana

The two stories building construction or which is commonly called the two stories building these days is very popular in Indonesia. The type of multistories building technology that develop in the world of construction is very diverse, this development is can not be separated from the anticipation of the various of loading conditions. Based on that facts, the research of the use of lintel beams in 2 stories infilled frame buildings is conducted. The analysis can be done by using SAP2000 software. The structure model analyzed by comparing the structure responses between the building that use the lintel beams system and the other one is the building that don’t use that system, where as the idealized loading is same. The result of the analysis obtained by using the lintel beams system the value of maximum x and y axis base shear respectively are 344,088 KN and 363,001 KN, the maximum column moment is occurred in column 84 with the value is 99,58 kNm, and the maximum x axis lateral drift is occurred in joint 128 with the value is 0.000401 m, while the y axis is occurred in joint 105, 128 with the value is 0,000533 m. The analysis result that obtained for the building that don’t use the lintel beam system, the x and y axis maximum base shear value respectively is 336,425 KN and 354,539 KN, the maximum column moment occurs in column 84 is 98,98 kNm, and the x axis maximum drift lateral occurs in joint 128 with value is 0,000406, while the y axis maximum lateral drift occurs in joint 105, 128 with value is 0,000532. So we obtained the percentage comparison on base shear value between 2 stories infilled frame building that use lintel beams system and the building that doesn’t use the lintel beams system for x axis is 1,45% and y axis is 1,13% , and for the percentage comparison on maximum column moment value is 0,30% , while the percentage comparison on drift lateral value for x axis is 0,62% and y axis is 0,09%

Analisis Kinerja Struktur Rangka Beton Bertulang Beraturan Dengan Penambahan Tingkat Menggunakan Struktur Baja Hilario Alberto Kono; Partogi H Simatupang; Ruslan Ramang
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Vol 1 No 2 (2021): Volume 1 Nomor 2 September 2021
Publisher : Universitas Nusa Cendana

The change of plans on gradually development in building structure can be occur with building operational consideration and owner financial. The purpose of this study was to determine the level of performance of the reinforced concrete frame structure with additional levels using steel structures with different span variations. The results of the analysis are used to determine how big the deviation is between levels and to control the level of structure performance. The conclusion of the study shows that the performance level of the structural model analyzed is immediate occupancy (IO) with a total drift ratio and interstorey drift ratio value of the initial building structure (C3S0) in the x direction and y direction of 0.0004, and for variations in building structure with the addition of levels using steel structures (C3S1, C3S2, C5S1, C5S2, C7S1, C7S2) in the x direction ranging from 0.0005-0.0007 and in the y direction ranging from 0.0010-0.0024.

Studi Pengaruh Tangga pada Pemodelan Struktur Bangunan Beraturan Akibat Beban Gempa dengan Menggunakan Software Etabs Jendrianus Hendro Takesan; Partogi H Simatupang; Wilhelmus Bunganaen
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Vol 1 No 2 (2021): Volume 1 Nomor 2 September 2021
Publisher : Universitas Nusa Cendana

Dalam mendesain dan menganalisis struktur gedung menggunakan software, seringkali tangga itu ditiadakan, sehingga kurang diketahui bagaimana perbedaan dan dampak dari masing-masing respon struktur. Oleh karena itu, penelitian ini bertujuan untuk mendapatkan dampak dan perbedaan dari struktur gedung yang didesain menggunakan software. Metode yang digunakanan adalah analisis respon spektrum berdasarkan SNI 2019. Struktur gedung didesain menjadi 3 jenis, yaitu struktur gedung tanpa tangga, struktur gedung tanpa tangga dengan void, dan struktur gedung dengan tangga. Dalam penelitian ini analisis strukturnya menggunakan Software Etabs 2016. Berdasarkan hasil penelitian dapat diketahui bahwa terdapat perbedaan dari 3 jenis struktur yang telah dianalisis, yaitu pada gaya geser dasarnya. Model 3 memiliki nilai yang lebih besar dari model 1 dan model 2 (Model 3: 2521,7 kN > Model 1: 1713,5 kN > Model 2: 1661,04 kN). Kemudian untuk gaya dalamnya juga menunjukan perbedaan yang cukup besar, hal ini akan berpengaruh pada jumlah tulangan-tulangannya. Dan yang terakhir untuk nilai perpindahan, pada gedung tanpa tangga menunjukan nilai perpindahan yang lebih besar daripada gedung dengan tangga, hal ini disebabkan oleh tangga yang mengakibatkan nilai kekakuan menjadi lebih besar dari nilai perpindahannya. Perbedaan juga ada pada gedung pertama yang memiliki nilai perpindahan yang lebih besar dari gedung kedua, hal ini disebabkan karena terdapat bukaan void pada gedung kedua.

Properties of Calcined Oebelo Red Soil Modified Fly Ash based Geopolymer Andrie Harmaji; Partogi Hasudungan Simatupang; Ruslan Ramang; Ari Esclesias Sinaga
Jurnal Rekayasa Sipil Vol 18, No 3 (2022)
Publisher : Civil Engineering Departement, Andalas University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jrs.18.3.222-229.2022

Research on fly ash has developed rapidly in recent years, one of which is its use as an environmentally friendly geopolymer concrete material. This research study the effect of calcination temperature and duration of red soil to compressive strength and setting time of fly ash based geopolymer paste. The red soil calcination process was carried out with variations in temperature of 400°C, 600°C, and 800°C for 4 and 8 hours of calcination. The activator solution was prepared by mixing a solution of NaOH with a solution of Na2SiO3 with a 1:1 composition. Sample treatment was carried out in 2 types, with ambient curing type and dry curing type. From the results of this study, the fastest setting time and maximum compressive strength of geopolymer paste of 23.14 MPa achieved at 800°C red soil calcination at 8 hours, and dry curing.

Co-Authors A. Hidayat Rizal Adveni H.A Lada Alfred L. Lori, Alfred L. Andi H. Rizal Andi Kumalawati Ando, Gerald Pratama Oktoleano Andrie Harmaji Ari Esclesias Sinaga Atok, Dominikus K. I. Atok, Dominikus K. I. Bambang Sunendar Bambang Sunendar Bill J. Ebenheazar Dantje A. T. Sina Denik S. Krisnayanti Denik Sri Krisnayanti Dicky N. Nggaba Djema, Venantius K. Eban, Kornelis K. Eban, Kornelis K. Elia Hunggurami Elia Hunggurami Frans J. Likadja Frans, John Golo, Simforianus Prasetyo Bela H.A Hidayat Rizal Hangge, Elsy E. Harmaji, Andrie Hilario Alberto Kono Ida Ayu Putu Sri Widnyani Ina, Aditya B. Ina, Aditya B. Iswandi Imran Ivindra Pane Ivindra Pane Jendrianus Hendro Takesan John Hendrik Frans Judi K. Nasjono Jusuf J. S. Pah Kaputing, Arlend R. P. Karels, Dolly Kurniaty, Anna S. Kurniaty, Anna S. Laiskodat, Patrik A. A. Maria Fransiska Besituba Merzy Mooy Mite, Kresensia G. Mite, Kresensia G. Pah, Jusuf J.S Petrus Tobi Tukan Putra, Liberichie P. Putra, Liberichie P. Remigildus Cornelis Riberu, Dominikus Putra Sanjaya Rosmiyati A Bella Ruslan Ramang Ruslan Ramang Ruslan Ramang Seuk, Maria Desideria Siagian, Richard B. Siallagan, Gisella D. Siallagan, Gisella D. Sinaga, Ari Esclesias Sudiyo Utomo Taseseb, Nedelina Touselak, Iin A. L. Tri M. W. Sir Wadu, Verry A. Wilhelmus Bunganaen Wilhelmus Bunganaen Wona, Agusto Yolandi Lali

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