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All Journal Jurnal Planologi Sultan Agung TEKNIK MEDIA KOMUNIKASI TEKNIK SIPIL Teknik Sipil dan Arsitektur Jurnal Ilmu Dasar Jurnal Pendidikan dan Pembelajaran Khatulistiwa (JPPK) Agrifor : Jurnal Ilmu Pertanian dan Kehutanan Journal of Engineering and Technological Sciences Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Pondasi Jurnal Manajemen Pendidikan Syntax Literate: Jurnal Ilmiah Indonesia Rang Teknik Journal Astonjadro Jurnal Hilirisasi IPTEKS (JHI) ComTech: Computer, Mathematics and Engineering Applications Jurnal Ilmiah RESPATI Portal: Jurnal Teknik Sipil Agro Bali: Agricultural Journal Jurnal Ilmiah Akuntansi Kesatuan Jurnal Bakti Masyarakat Indonesia Jurnal Teknik Sipil dan Arsitektur Jurnal Revenue : Jurnal Ilmiah Akuntansi Journal of Industrial Engineering & Management Research (JIEMAR) Fokus: Publikasi Ilmiah untuk Mahasiswa, Staf Pengajar dan Alumni Universitas Kapuas Sintang PIPER Media Komunikasi Dunia Ilmu Sipil (MoDuluS) Jurnal Ilmiah Wahana Pendidikan Jurnal Manajerial Dan Kewirausahaan Teknika INTERNATIONAL JOURNAL OF MECHANICAL COMPUTATIONAL AND MANUFACTURING RESEARCH Jurnal Bina Komputer International Journal of Multidisciplinary Sciences and Arts Jurnal Audit dan Perpajakan MDP Student Conference JIM: Jurnal Ilmiah Mahasiswa Pendidikan Sejarah Maximus: Journal of Biological and Life Sciences TeknoKreatif: Jurnal Pengabdian kepada Masyarakat Prosiding Dedikasi: Pengabdian Mahasiswa Kepada Masyarakat Jurnal Ekonomi, Manajemen, Akuntansi jurnal informasi teknologi dan sistem
Antonius Antonius
Department of Civil Engineering, Universitas Islam Sultan Agung, Jl. Raya Kaligawe Km. 4, Semarang 50112, Indonesia
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Experimental Study of Confined Low-, Medium- and High-Strength Concrete Subjected to Concentric Compression Antonius, Antonius; Imran, Iswandi
Journal of Engineering and Technological Sciences Vol 44, No 3 (2012)
Publisher : ITB Journal Publisher, LPPM ITB

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (493.677 KB) | DOI: 10.5614/itbj.eng.sci.2012.44.3.4

Abstract

An  experimental  study  of  23  low-,  medium-  and  high-strengthconcrete  columns is presented in this paper. Square-confined concrete columns without  longitudinal  reinforcement  were  designed,  and  tested  under  concentric axial  compression.  The  columns  were  made  of  concrete  with  a  compressive strength ranging between 30 MPa and 70 MPa. The test parameters in the study are  concrete  compressive  strengths  and  confining  steel  properties,  i.e.  spacing, volumetric  ratios  and  configurations.  The  effects  of  these  parameters  on  the strength  and  ductility  of  square-confined  concrete  were  evaluated.  Of  the specimens tested in this study, the columns made with higher-strength concrete produced less strength  enhancement and ductility than those with lower-strength concrete.  The  steel  configurations  were  found  to  have  an  important  role  in governing  the  strength  and  ductility  of  the  confined  high-strength  concrete. Moreover,  several  models  of  strength  enhancement  for  confined  concrete available  in  the  literature  turned  out  to  be  quite  accurate  in  predicting  the experimental results.
Evaluasi Sistem Informasi Penggajian Pada PT XYZ Husni, Hari Setiabudi; Purwoko, Purwoko; Antonius, Antonius
ComTech: Computer, Mathematics and Engineering Applications Vol 1, No 1 (2010): ComTech
Publisher : Bina Nusantara University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21512/comtech.v1i1.2205

Abstract

The purpose of this study was to identify problems and weaknesses in the payroll information system, providing recommendations to reduce the risk of existing problems and produce audit reports for companies. Research method used is through literature study, interviews and observation. Audit method used is the method of auditing around the computer. Analysis was performed by analyzing the findings of problems, risks, and recommendations on the findings of the problem. After doing research, we conclude that there are still some weaknesses in management control and application control. But companies should be more focus on the weaknesses inherent limitations in controlling the application and control the output. Based on these findings, suggested that the company to rectify existing weaknesses and enhance control over payroll information system.
Evaluasi Kinerja Seismik Rangka Beton Pemikul Momen Khusus dengan PERFORM-3D Utomo, Junaedi; Ekaputri, Januarti Jaya; Antonius, Antonius; Lie, Han Ay
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 25, Nomor 1, JULI 2019
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1631.12 KB) | DOI: 10.14710/mkts.v25i1.19310

Abstract

Seismic performance of reinforced concrete frame Buildings which have been designed as Special Moment Resisting Frames in accordance to three Indonesian codes (SNI 1727-2013, SNI 1726-2012 and SNI 2847-2013) can be evaluated using nonlinear dynamic analysis. Criteria related to strength such as component plastic rotation capacity, lateral displacement as well as criteria related to damage of elements in the structures were used to evaluate the seismic performance of the buildings. Assessment to the moment and curvature capacities of the cross sections of beams and columns were done using XTRACT. The global seismic performance of the structures depends on the seismic performance of components in the structures. In nonlinear model of the structures, the degrading strength of the components were modeled to take into account the gradual reduction of the contributed components to the resistance of the structures. PERFORM-3D is one of the software that can be used to generate nonlinear model of structures. Seismic performance level of structures can be obtained from the results of the nonlinear dynamic analysis using PERFORM-3D. The Seismic performance level can be utilized for: (1) detecting any weaker part in the structures, and (2) evaluating the improved design of the structures for enhancing the seismic performance of structures.
PENGEMBANGAN PEMBELAJARAN AKUNTANSI MELALUI MEDIA KOMIK DI SMK KATOLIK SANTA MARIA PONTIANAK Antonius, Antonius; Mashudi, Mashudi; Purwaningsih, Endang
Jurnal Pendidikan dan Pembelajaran Khatulistiwa Vol 7, No 12 (2018): Desember 2018
Publisher : Jurnal Pendidikan dan Pembelajaran Khatulistiwa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (663.092 KB)

Abstract

 AbstrakPenelitian ini merupakan jenis penelitian dan pengembangan (Research and Development) dalam pembelajaran Akuntansi di Sekolah Menengah Atas. Model pengembangan yang diterapkan terdiri atas; 1) tahap analisis kebutuhan, 2) tahap desain produk, 3) tahap produksi, 4) tahap validasi dan evaluasi, 5) tahap revisi, 6) tahap uji coba produk, serta 7) tahap analisis dan revisi akhir. Tahap validasi dilakukan dengan validasi produk yang dilakukan oleh ahli materi akuntansi, ahli media pembelajaran dan praktisi pembelajaran akuntansi yaitu guru akuntansi SMK Katolik Santa Maria Pontianak. Produk yang dikembangkan diuji cobakan pada 34 siswa kelas XI SMK Katolik Santa Maria Pontianak. Pengumpulan data dilakukan dengan angket dan tes. Angket kelayakan untuk ahli dan praktisi, angket pendapat dan soal tes ditujukan kepada siswa. Hasil penelitian menunjukkan bahwa media pembelajaran berbentuk Komik Akuntansi ini sangat layak untuk digunakan. Pada uji coba lapangan pembelajaran dengan menggunakan komik akuntansi, berhasil meningkatkan rata-rata nilai test siswa. Dengan demikian, media pembelajaran berbentuk komik ini sangat layak digunakan untuk pembelajaran akuntansi di SMK Katolik Santa Maria Pontianak Kata Kunci: Komik Akuntansi, Media Pembelajaran, Persamaan Dasar Akuntansi.
PERSEPSI PENGEMUDI TERHADAP BANGUNAN PELENGKAP JALAN DI TOL CIPULARANG Shinta, Ni Luh Putu; Linggasa, M.I. Dewi; Limawan, Hendy; Antonius, Antonius
Jurnal Bakti Masyarakat Indonesia Vol 2, No 1 (2019): Jurnal Bakti Masyarakat Indonesia
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (495.156 KB) | DOI: 10.24912/jbmi.v2i1.4318

Abstract

Jalan tol merupakan jalan yang dibangun khusus untuk mempersingkat jarak dan waktu tempuh dari satu tempat ke tempat lainnya dengan lalulintas yang padat. Salah satunya adalah Tol Cipularang telah digunakan sejak tahun 2005 dan dari tahun ke tahun jumlah kendaraan yang melalui Tol Cipularang terus bertambah. Dengan semakin ramainya kendaraan yang melalui Tol ini maka resiko terjadinya kecelakaan akan bertambah juga. Salah satu faktor yang perlu diperhatikan untuk mengurangi terjadinya kecelakaan tersebut adalah bangunan pelengkap jalan yaitu rambu lalu lintas , marka dan median jalan. Penelitian ini dilakukan dengan mendata persepsi pengemudi tentang rambu , marka jalan dan median jalan yang sekaligus sebagai bangunan peredam sialau yang ada di Tol Cipularang. Untuk Rambu dan Marka setelah mendata persepsi pengemudi maka dibandingkan dengan keadaan rambu dan marka jalan yang faktual ada di Tol Cipularang. Untuk Median jalan setelah kita mengetahui persepsi pengemudi terhadap bahan median yang paling aman untuk peredam silau, kenyamanan serta keindahan di jalan tol, maka pengolahan data persepsi pengemudi yang dalam bentuk kuisioner dilakukan dengan program SPSS. Hasil yang didapat dari penelitian ini adalah ketidaktersediaan rambu dan marka jalan tidak mempengaruhi pengemudi untuk mencapai tujuan dengan selamat dan pangemudi cenderung memilih bahan beton sebagai median sekaligus peredam silau.
EXPERIMENTAL STUDY OF LIGHTWEIGHT CONCRETE MECHANICAL QUANTITY WITH HEATED STYROFOAM MATERIAL Lukman, Wiwik; Sumirin, Sumirin; Antonius, Antonius
Journal of Industrial Engineering & Management Research Vol. 2 No. 6 (2021): December 2021
Publisher : AGUSPATI Research Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (424.477 KB) | DOI: 10.7777/jiemar.v2i6.245

Abstract

Research on lightweight concrete based on styrofoam aggregates has been carried out previously, namely by providing heat treatment to styrofoam before being used as a substitute for aggregate with fine grains. The Styrofoam used is Expanded Polystyrene (EPS) with a grain size of 5 – 8 mm before being heated. Styrofoam seeds were heated at a temperature of 1380 C for 7 minutes. The variation of the test object in this study was using styrofoam as a substitute for 100% coarse aggregate and 75% coarse aggregate replacement so that the remaining 25% coarse aggregate used gravel with sizes of 10x10 mm and 10x20 mm. To close the pores of the concrete in this variation of the test object, 30 % of the weight of the aggregate was also added with fly ash. To improve the workability, a superplasticizer of 0.6% of the cement weight was used.The tests carried out are compressive strength, split tensile strength and flexural strength. The results obtained were the optimum value of the compressive strength test of 19.57 MPa on lightweight concrete with heavy coarse aggregate replaced by 100% heated styrofoam. For the optimum value of the split tensile strength test, it was found that 2.83 MPa in lightweight concrete, the weight of coarse aggregate was replaced by 75% styrofoam and 25% gravel with a size of 10x20 mm. For the optimum value of the flexural strength test, it was obtained at 3.27 MPa in lightweight concrete, the weight of coarse aggregate was replaced by 75% styrofoam and 25% gravel with a size of 10x10 mm.
UPAYA MENINGKATKAN HASIL BELAJAR SISWA DALAM MATA PELAJARAN FISIKA MELALUI MODEL PEMBELAJARAN PROBLEM POSING PADA SISWA KELAS X.3 SMAN 1 KINALI Antonius, Antonius
Jurnal Manajemen Pendidikan Vol. 3 No. 1 (2018): April
Publisher : STKIP Pesisir Selatan

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

Abstract

Based on the result of study of student of Class X.3 SMAN 1 Kinali in sub physics subject Analyzing the influence of calor to a substance, Analyzing Way of heat transfer and Applying Black Principle in solving everyday problem found that result of student study in physics subject still very low. The average student learning outcomes are still under the KKM. The purpose of this study is to describe and obtain information about efforts to improve student learning outcomes in the subjects of Physics through Problem Posing Learning Model in Class X.3 SMAN 1 Kinali. This research is a classroom action research. The research procedures in this research include planning, action, observation and reflection. This study consists of two cycles with four meetings. The subjects consisted of 36 students of Class X.3 SMAN 1 Kinali. The data were collected using observation sheet and daily test. Data were analyzed using percentages. Based on the results of research and discussion that has been raised, it can be concluded that Problem Posing Learning Model can improve student learning outcomes in the subjects of Physics at SMAN 1 Kinali. Student learning outcomes from cycle I to cycle II. Student learning outcomes in cycle I was 57.75 (Enough) increased to 84.75 (good) with an increase of 27%.
STUDI PERBANDINGAN KINERJA GEDUNG MENGGUNAKAN BASE ISOLATOR TYPE HIGH DAMPING RUBBER BEARING (HDRB) 8 LANTAI DAN 25 LANTAI (Studi Kasus: Rumah Susun Politeknik Pekerjaan Umum) Fasikhullisan, Fasikhullisan; Antonius, Antonius; Setiyawan, Prabowo
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 29 No. 1 (2024): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v29i1.5654

Abstract

In recent years a number of areas in the country have experienced earthquakes, resulting in deaths and damage to buildings. Indonesia is located in the Pacific Volcano Rim and is a country with the most active volcanoes in the world, so earthquakes often occur. In this thesis, a comparative analysis of the use of Base Isolators in an 8-storey building and a case study of Semarang Public Works Polytechnic Flats is conducted. The analysis uses ETABS V18 Software. The Vibration Period of the 8-Storey Building without Base Isolator in the X direction is 0.597s and when added Base Isolator becomes 2.099s Reduction of 58% while the Vibration Period of the 25-Storey Building without Base Isolator in the X direction is 2.65s and which has been given a Base Isolator of 2.902s Reduction of 8,7%. In conclusion, the higher the building, the smaller the Reduction Rate or the less useful the use of Base Isolator.
Financial Planning, Budgeting, and Estimation (PPE) in the Business Plan of PT. Medikarya Utama, Cicurug Sukabumi Antonius, Antonius; Argunanto, Argunanto; Wulan, Defina Andany; Zahra, Indri Eliza; Arifin, Deni; Anjelia, Viona; Suripto, Suripto; Holiawati, Holiawati
Jurnal Ilmiah Akuntansi Kesatuan Vol. 12 No. 4 (2024): JIAKES Edisi Agustus 2024
Publisher : Institut Bisnis dan Informatika Kesatuan

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

Abstract

Hospital financial planning is basically a process of analysis, policy and projection that aims to help organizations achieve financial success. Budgeting is needed to allocate costs to certain activities that have been planned for a predetermined period of time. In addition, estimation is used as a systematic assessment tool for the success and/or failure of a policy or program in achieving the goals and objectives that have been set because estimation is an activity to track business performance whether it is in accordance with expectations or not. However, the lack of employee understanding of financial planning, budgeting and estimation has an impact on the efficiency and effectiveness of fund management. In addition, the lack of access to accurate financial data is a challenge in decision making. Therefore, training and socialization are very important for financial employees. With increasing literacy in Planning, Budgeting and Estimation, employees of PT. Medikarya Utama are expected to be able to carry out operational efficiency of the company.
Karakteristik Fisika Tanah Pada Beberapa Lahan Budidaya Tanaman Hortikultura Lahan Marginal Mansyur, Nur Indah; Antonius, Antonius; Titing, Deny
JURNAL PERTANIAN Vol 14, No 2 (2023): jurnal Ilmiah Respati
Publisher : Universitas Respati Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52643/jir.v14i2.3779

Abstract

Pertumbuhan dan produksi tanaman hortikultura sangat dipengaruhi oleh kesuburan tanah. Pada daerah dengan suhu dan curah hujan tinggi seperti Tarakan, umumnya lahan untuk budidaya hortikultura memiliki kesuburan kimia dan biologi tanah yang rendah. Peranan kesuburan tanah dalam mendukung pertumbuhan dan produksi tanaman hortikultura merupakan satu kesatuan dari peranan sifat sifat fisik, kimia dan biologi tanah. Penelitian ini bertujuan untuk mengkaji karakteristik fisika tanah pada beberapa lahan budidaya hortikultura sebagai arahan pengelolaan  kesuburan tanah di Tarakan. Merupakan penelitian non eksperimen, menggunakan metode survey dengan objek utama penelitian adalah sifat fisik tanah. Data penelitian kualitatif dan kuantitaif yang diperoleh dideskripsikan berdasarkan kriteria sifat fisika tanah. Hasil penelitian  menunjukkan bahwa tekstur tanah pada semua lahan budidaya hortikultura di dominasi oleh lempung berpasir, nilai BJ antara 1.50-2.08 g/cm3 BV antara 1.23-1.76 g/cm3, porositas tanah antara 6.20%-18.82%, kelas permeabilitas tanah tergolong lambat dan agak lambat (0,31 dan 1,77 cm/jam).Kata Kunci : Tektur tanah, porositas, permeabilitas, hortikultura
Co-Authors ABDUL RAHMI Abdul Rochim Adhitiyawarman, Adhitiyawarman Affendi, Achmad Sholikin Agus Budiman Andika, Wahyu Anjelia, Viona Argunanto, Argunanto Arifin, Deni Asma Asma Azizah, Najla Nur Berlian Sitorus Bernard Renaldy Suteja Brandon, Brandon Christ Rudianto Cornelius, Kelsen Dewi, Ni Luh Manik Cahyaning El Latifa Sri Suharto Endang Purwaningsih Fachry Abda El Rahman Fasikhullisan, Fasikhullisan Fatkhurozak, Fatkhurozak Faza, Muhammad Arief Fransina Latumahina Giovanna, Aurelyn Gres Maretta, Gres Han Ay Lie Hanif, Faizira Nur Haq, Naufal Al Hari Setiabudi Husni, Hari Setiabudi Hendrik, Billyanto Herlambang, Hendri Hidayat, Muhammad Zhorif Holiawati, Holiawati Iffa Afiqa Khairani Ikhlas, Zaitul Irawan, Yosef Ariyanto Irmayanti Irmayanti, Irmayanti Isfahani, Muhammad Nafhan Iswandi Imran Januarti Jaya Ekaputri Jaya, Andi Eka Putra Jorden, Jorden Junaedi Utomo, Junaedi Karlinasari, Rinda Kartono Wibowo, Kartono Kiong, Ritchie Kristina Kristina Kurniawan Kurniawan Kuswariyah, Ratmi Limawan, Hendy Linggasa, M.I. Dewi Lubab, Lubab Lukman, Wiwik Malik, Muhamad Abdul Mansyur, Nur Indah Mardin, Mardin Maruli, Berkat Afni Mashudi Mashudi Masriani . Maya Sari MILA SILFIA Muhammad Syahrizal Mulyadi, Salsa Pratiwi Mulyana, Jeane Siswitasari Nanda, Bunga Niko, Fernanda Ni’am, M Faiqun Nofryanti, Nofryanti Novina, Firda Nugroho, Very Sapto Nurcahya, Gebriel Nurhayu, Winati Nurlinda, Andika Oktavia, Kartika Penidas Fodinggo Tanaem Prabowo Setiyawan, Prabowo Prabowo, Rizal Agung Prastyo, Sugeng Prihatno, Teguh Purnamasari, Eka Purnomo, Vito Dwi Purwoko Purwoko Putri, Isnaini Anggraini Rachmat Mudiyono, Rachmat Rakhmaji, Iqbal Riana, Elisa Nurma Romadhon, Rizki Roni Pazla Saputra, Priyandi Kusuma Sari, Dian Anggria Sari, Nur Desianti Permata Sarwo Edy Handoyo, Sarwo Edy Selviena, Shelly Setia Romadhon, Eri Shinta, Ni Luh Putu Subekti, Andip Sumirin Sumirin Suripto Suripto Suryadi, Muhammad Wahyu Suryadi Suryanti, Erma Susilawati, Susilawati Suzandi, Yudi Taufan Abdurrachman Tendean, Sandi Tewoloipaky, Wasti Thannia, Yvonne Titing, Deny Tony Darmanto Tunggal, Arie Wenxi, Wenxi Wibowo, H. Kartono Wibowo, Titus Tonny Willay, Thommy Wulan, Defina Andany Yanti, Gusri Zahra, Anisa Mumtaz Zahra, Indri Eliza