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Ridwan Ridwan
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EVALUASI PENERAPAN PEMERIKSAAN KESEHATAN TENAGA KERJA DI BALAI BESAR PENGEMBANGAN KESELAMATAN DAN KESEHATAN KERJA KOTA MAKASSAR Ridwan Ridwan; Najmi Kamariah
Jurnal Administrasi Negara Vol 25 No 3 (2019): Jurnal Administrasi Negara
Publisher : Politeknik STIA LAN Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33509/jan.v25i3.976

Abstract

Abstract Health inspection activities on the workforce is still a challenge in its application because no initial health checks and special health checks on the workforce. Based on these considerations, this study aims to evaluate the application of labor inspection in the Center for Occupational Safety and Health Development, in accordance with Minister of Manpower and Transmigration No. 02 of 1980 concerning health checks and work safety management. The research method used was qualitative discussion material that discussed health issues at the Center for Occupational Safety and Health Development. Data sources analyzed were the results of interviews, direct observations in the field of services, the general field of labor and document review at the Makassar Center for Occupational Safety and Health Development. Research results related to the implementation of medical examinations in companies are still ineffective because they apply initial and special health examinations, the discussion offered by researchers for BBPK3 to revise or amend, Law No. 1 of 1970 concerning work safety and the application of ISO 15189 on clinical laboratory accreditation so that companies can examine initial, periodic and special occupational health, examine the workforce health of workers to improve efficiency and improve workforce performance higher. Keywords : Health Check, Occupational Health and Safety
UPAYA PEMBENTUKAN PERILAKU PENEGAK HUKUM YANG ANTI KORUPSI MELALUI REKAM SIDANG TIPIKOR Ridwan Ridwan
Masalah-Masalah Hukum Vol 43, No 3 (2014): Masalah-Masalah Hukum
Publisher : Faculty of Law, Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (94.171 KB) | DOI: 10.14710/mmh.43.3.2014.404-410

Abstract

Corruption is a criminal act. Corruption causing state unable to fulfill  its legal duty; to protect and to welfare his society, in those conditions states wouldn't be able delivering happiness for the people. Corruption recently in Indonesia is involving all society element, including the law enforcement officer. Furthermore, some verdicts describing un- responsive and un-progressive decisions, then make this verdict having no quality and fairness. These realities, motivating KPK RI (.....) take some real steps in preventing and combating corruption through court recording activity in any corruption case at the court; prosecutor could be from KPK or district attorney with specific circumstances, the case get much public attention; because of its actor or how big government loss. Court records during court session over corruption case has improved some law enforcement officer behavior for not doing corruptive. It has also become an effective tool for arising social control which is a part of corruption eradicating.
PERANCANGAN MODEL AIR ALIRAN SILANG (CROSS FLOW TURBINE) DENGAN HEAD 2 m DAN DEBIT 0,03 m3/s Ridwan Ridwan
Jurnal Teknik Mesin Vol 3, No 3 (2014)
Publisher : Universitas Mercu Buana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22441/jtm.v3i3.1023

Abstract

Pembangkit listrik tenaga mikrohidro merupakan pembangkit listrik skala kecil yang menggunakan air sebagai penggeraknya dan penggerak mula adalah turbin. Sistem pembangkit ini sangat tepat digunakan di pedesaan karena sistem ini mudah dibuat, menghasilkan daya listrik yang cukup besar dan biaya pembuatan yang lebih relatif murah. Atas dasar diatas maka perlu dirancang suatu turbin yang mendukung sistem pembangkit ini, diantaranya adalah Turbin Aliran Silang. Untuk merancang sebuah turbin air agar tidak terjadi kesalahan dalam perancangan (seperti hal-nya biaya pembuatannya) maka dilakukan perancangan prototipenya. Sebuah prototipe Turbin Aliran Silang dirancang dalam kegiatan tugas akhir ini dengan debit (Q) = 0,03  m3/s, head (H) = 2 m dengan efisiensi 0,80. Spesifikasi teknik utama dari hasil perancangan turbin adalah diameter runner (D) = 0,195 m dengan putaran turbin 281,39 rpm daya keluaran efektif sebesar 470,4 W.
ANALISIS AKUNTABILITAS PENGELOLAAN WAQAF PADA BAITUL MAL PROVINSI ACEH Rizka Maulida; Ridwan Ridwan
Jurnal Ilmiah Mahasiswa Ekonomi Akuntansi Vol 2, No 4 (2017): November 2017
Publisher : Accounting Departement Economics and Business Faculty Syiah Kuala University

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Abstract

Accountability of management of waqf is not in accordance with Act No. 41 of 2004 on Baitul Mal of Aceh province, due to the lack of socialization of Law and Accountability management of waqf has not been complied with by Act No. 41 of 2004 on Baitul Mal Province Aceh, because its implementation does not refer to the Law, Accountability waqaf management yet to be implemented and carried out activities in accordance with legislation and qanuns waqf, which is caused due to lack of training or development provided by the organization to improve the reliability of waqf manager. Pewaqaf did not pay attention and consider the ability nazir, so as to manage the waqf property is not optimal due to the lack of socialization of Law Number 41 Year 2004 on Waqf and Aceh Qanun No. 10 of 2007 on BaitulMal.
PENGARUH CAPITAL ADEQUACY RATIO, PEMBIAYAAN MUSYARAKAH DAN TINGKAT MARJIN MURABAHAH TERHADAP FINANCING TO DEPOSIT RATIO (STUDI PADA BANK UMUM SYARIAH DI INDONESIA) andi irawan; Ridwan Ridwan
Jurnal Ilmiah Mahasiswa Ekonomi Akuntansi Vol 4, No 1 (2019): Februari 2019
Publisher : Accounting Departement Economics and Business Faculty Syiah Kuala University

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Abstract

Bank syariah merupakan industri keuangan yang mengandalkan pembiayaan untuk menunjang kinerjanya. Hal ini sering dikaitkan dengan adanya rasio pembiayaan (FDR). Financing to deposit ratio (FDR) sendiri adalah rasio antara besarnya seluruh volume pembiayaan yang disalurkan oleh bank dan jumlah penerimaan dana dari berbagai sumber. Secara garis besar financing to deposit ratio (FDR) juga merupakan rasio keuangan perusahaan perbankan yang berhubungan dengan aspek likuiditas. Populasi dalam penelitian ini adalah semua bank umum syariah di Indonesia yang memenuhi kriteria sebagai objek penelitian, yaitu berjumlah 11 Bank. Teknik pengambilan sampel yang digunakan adalah purposive sampling. Data yang dipakai merupakan laporan keuangan tahunan bank periode tahun 2013 s.d 2015 yang diperoleh dari situs masing- masing bank. Dengan total unit analisis berjumlah 33 laporan keuangan bank umum syariah selama periode 3 tahun. Analisis data yang digunakan dengan uji asumsi klasik dan pengujian hipotesis, penelitian ini menggunakan analisis regresi linear berganda. Hasil penelitian ini menunjukkan bahwa secara simultan keseluruhan variabel independen mempengaruhi variabel dependen. Pengujian secara parsial memperlihatkan hasil bahwa hanya variabel capital adequacy ratio saja yang mempengaruhi financing to deposit ratio. Sedangkan variabel independen lainnya yaitu pembiayaan musyarakah dan tingkat margin murabahah tidak berpengaruh terhadap financing to deposit ratio.
OPTIMALISASI PEMANFAATAN ASET TANAH DAN BANGUNAN MILIK PEMERINTAH KOTA BANDA ACEH Fadillah Ibrahim; Ridwan Ridwan
Jurnal Ilmiah Mahasiswa Ekonomi Akuntansi Vol 5, No 4 (2020): November 2020
Publisher : Accounting Departement Economics and Business Faculty Syiah Kuala University

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Abstract

This research aims to identify and analyze the optimization of the utilization of land and building assets belonging to the Banda Aceh City Government, especially in market buildings to increase local revenue. Research on the optimization of the use of land and building assets owned by the Banda Aceh City Government uses a qualitative descriptive approach, the data used are secondary data in the form of financial reports in the Banda Aceh City Government during 2015-2018, and also primary data using interview techniques. The results of this study indicate that the contribution rate of asset utilization from 2015-2018 is still not optimal for increasing PAD and below 1% with an average of 0.045%. Meanwhile, the level of contribution to the market retribution services is still not optimal for increasing PAD. seen the contribution of the realization of market service levies to local revenue in 2015 amounted to 0.092%. 2016 The contribution of realization of market service fees was 0.083% Likewise in 2017, the contribution of market retribution of services was the same as in 2016, namely 0.083%. However, in 2018, the contribution to the realization of market services was higher than the previous year, the amounting to 0.094%
HUKUM DAN PERUBAHAN SOSIAL:(Perdebatan Dua Kutub Antara Hukum Sebagai Social Control dan Hukum Sebagai Social Enginnering) Ridwan Ridwan
Jurnal Jurisprudence Vol 6, No 1 (2016): Vol. 6, No.1, Juni 2016
Publisher : Muhammadiyah University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/jurisprudence.v6i1.2993

Abstract

Perancangan Dan Analisis Jembatan Rangka Baja Canai Dingin (Cold Formed Steel) Untuk Pejalan Kaki Reza Ermawan; Ismeddiyanto Ismeddiyanto; Ridwan Ridwan
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 6 (2019): Edisi 1 Januari s/d Juni 2019
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Cold-formed steel is one of the alternative material that can be used as for truss bridge structures. The high slenderness of cold-formed steel is very prone to buckling (local, distortion, and global) so that the determination of cross-section capacity will be different from hot rolled steel. In Indonesia, cold-formed steel as a structure has been regulated in SNI 7971:2013. According to SNI 7971:2013, there are two methods to determine cross-sectional capacity of cold-formed steel, effective width and direct strength method. The design of a cold-formed steel truss bridge for the loading of class II pedestrians, with a combination of loading from AASHTO LRFD Guide Specification for the Design of Pedestrian Bridge (2009).This research aimed to study the efficiency of truss bridge configurations by comparing bridge weight-displacement ratio of the analyzed bridge truss systems. Bridges were designed in three truss system configurations, Warren, Pratt and Howe. The tension and compression elements, were designed with effective width and direct strength method which were available in CUFSM4 software. The results of the analysis showed that the addition of bridge weight was proportional to the reduction of bridge deflection. Warren truss bridge system produced the smallest ratio of efficiency among the three system, with a value of 5,11, while the Pratt and Howe truss bridge system had the ratio of efficiency of 5,36 and 5,50, respectively. Furthermore, the reduction of the compressive area was also proportional to the slenderness of the element analyzed with effective width method. The cross sections that had high slenderness, failures occured in local buckling. If the cross-section did not experienced global buckling on the elastic buckling curve, the failure occured in the distortion buckling. The direct strength method also produced a higher compressive capacity of 9.33% in profile variations and 8.84% in length variations compared to the effective width method.Keywords : Truss bridge, cold formed steel, truss system, direct stength method, effective widths method.
Pengaruh Flat Slab Terhadap Keruntuhan Progresif Pada Struktur Gedung Tidak Beraturan Roni Suhendra; Zulfikar Djauhari; Ridwan Ridwan
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 6 (2019): Edisi 1 Januari s/d Juni 2019
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Technological developments in the field of construction are currently more advanced, the structure of the building not only an regular but also irregular. Terraced building structure in the shape of irregular very influential towards the collapse of the building. The collapse of the building can be the collapse of the natural and the artificial collapse. It is a natural collapse collapse caused by load capacity by building or building exceeds the ability of the structure personally. Potentialities of the failure of the structure due to the collapse, can lead to progressive collapse. This research aimed to analyze the effect of flat slab to the collapse beharfour of irregular building structures, and determine the type of collapse that occurred at irregular building structures. This research was conducted by analyzing the elements of the structure destroyed in advance the result of addition of maximum load. The analysis done by eliminating one or more of the critical column based on General Service Administration (GSA) code. Examination of structural strength using finite element based software, valuebased Demand Capacity Ratio (DCR). Irregular building structures have a progressive collapse when the value of the DCR is more than 1 that. The results of the analysis indicated progressive collapse did not occur on the structure of the building, due to irregular use of the building elements that form the structure of a flat slab. The collapse happened on only some elements of the structure of the building, both elements of the structure of the beams as well as elements of the structure column. Since its collapse did not occur on the structure of the building, so the building collapse type could not be seen. Keywords: Progressive collapse, irregular structure, flat slab, GSA, DCR, finite element program.
Analisis Tegangan Tulangan Tarik Pada Balok Beton Bertulang Skala Model Rexi Putra; Reni Suryanita; Ridwan Ridwan
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Reinforced concrete (RC) beam is one of the structural elements that is often encountered in field applications and is a considerable element of its role in carrying flexural load. The purpose of this research is to analyze the pure bending behavior of RC beam in the form of stress on the reinforcement bars by using finite element method. Finite element analysis is done by using software LUSAS v.16. The load was applied at 2 points at a distance of 1/3 of beam span  from each supports and it was gradually increased until the beam  cracked. The result of yield tensile strength of reinforcement bar was 358.65 MPa. It was found that the tensile stress of the tension reinforcement bars in the event of  first crack was 72.1 MPa, while the tensile stress of these bars in the event of maximum applied load was 379.75 MPa. It can be concluded that the tensile reinforcement bars at the maximum load gained from the finite element analysis has yeilded. Keywords : Reinforced concrete beam, finite element, LUSAS v.16, tensile stress, first crack, maximum load.
Co-Authors A.Djadja Saefullah Abd. Wahid Abdillah Abdillah Achmad Syarifuddin Ade Ifan Mujayanro Adnan Adnan Ady Kurnia Afandi Saputra Afif Zamroni Agus Naufal Ahmad Ansyari Siregar Ahmad Ridwan Ahmad Riyad Firdaus AHMADI Akhyasin Akhyasin Alben Ambarita Albert Aderama Alifah Syaputri Amali, Febrian Zulfiansyah Amar Fuad Marpaung Amelia Gustina Putri Amin Saleh Andi Hartanto Andi Irawan Andre Gunawan Ardian Yolanda Ari Sulistyowati Arif Febriansyah Juwito Arini Putriani Arum Andini Aswin Fitriansyah Audrey Fadillah Aulia Ar Rakhman Awaludin Bagoes Eka Wicaksana Bagus Setiawan Baiq Fitriah Darmayanti P Belyaeva M. V Bonny Oktafian Budi Sugandi Budiman Rusli Bustomi Bustomi Chatarina Umbul Wahyuni Daffa Owen Dandi Dandi Dara Ayu Nianty Dea Azhari Dedi Kustiawan Deni Afriadi DEWI IRAWATI Didin S Winatapura Didin S. Winatapura Dini Harsanti Dolfie DD Tinggogoy Doly Siregar Drofa A.S Dwi Irawan DWI PUJI ASTUTI Dwi Salwa Dyah Widodo Een Setiawati Eka Mutia Lubis Eka Setyawati Eko Rudiawan Jamzuri ELSY ELVARISHA Era Purwanto Erna Herlina Erwan Effendi Eva Eva Fachry Abda El Rahman Fadillah Ibrahim Fadjar Rianto Faisal Sunarto Fajar Khusaini Fandan Prima Jaya Zai Fani Fardiani Fatekha, Rifqi Amalya Fatmamita Yuliana Fauzia F Alamri Feliona Astika Ferdianto Dwiputra Fernandez Nugroho Fildzah Fildzah Findy Renggono Fitri Nurapriani Fitriyanti Nakul Fitrotus Salamah Gayuh Ardhi Rumpoko Haerul Mustofa Hafiz, Abdul Haidir Haidir Handri Toar Hariyadi Hariyadi Hary Oktavianto Haryono Umar Hasan Bahrun Hasri Alfizar Hasriliandi Halim Hendawan Soebhakti Hendriyani Presticasari Heru Nurasa Heru Wijanarko Hisyam Zaini Huzaife Hamle Ichsan Ahmad Prasetyo Idam Idam Ika Karlina Laila Nur Suciningtyas ilham abu Ilham Kurnia Imam Tri Wahyudi Imran Bin Ali Indah Fitriani Intania Namira Luspa Inten Risna Ira Zamzami Irawan Suntoro Ismeddyanto, Ismeddiyanto Ivanov V.N Jamal Jamal Jefrizal Jefrizal Joni Emirzon Juliansyah Yangu Juwandi Panab Kamaldi, Alfian Kamelia Dwi Jayanti Kemas Ridhuan Kharis Fadlullah Hana Krido Daru Adwiria Krissantono Karo Karo Kristian Alan Peruge Kristina Sari Kusno Kusno La Ode Musa Latief, Fitriani Laziman Laziman Lindawani Siregar Lisa Ferina Lubis Lubis Lubis Lubis M. Aji Luhur Pambudi M.Hayatul Jauza M.Iqbal BAKRY Mahally Kudsy Makkarennu Makkarennu Mardiah Mardiah Maria Yohana Elisabet Z Hamu Mariah, Mariah Marten Pangli Miki Wijaya Moch. Fikries Najmil Hak Mohamad Muspawi Mohd Andalas Muaz Zul Muchammad Hamdani Muchsalmina Muchsalmina Muh. Amin Amir Muhammad Askari Zakariah Muhammad Fikri Rum Muhammad Ilham PAKAWARU Muhammad Iqbal Mutaqin Muhammad Irfan Maulana Muhammad Rizki Muhammad Sanusi Muhammad Sofwan Romli Muhammad Sultan Muhammad Zakariah Muhlis Muhlis Muhlisin Muhlisin Muliati, Muliati Mulyadi, Indra Hardian Munandar Wahyudin Mursalim Mursalim MURZAL MURZAL Musfirah Cahya Fajrah Mutiara Aprilia Mutiara Mutiara Nadya Indah Fauzyah Najmi Kamariah Najwa Adhwa Ramadhani Nanda Ria Mentari Nani Mulyani Nelly Safitri Neneng Siti Aminah Nizwardi Jalinus Nur Aisah Nur Yulia Prastiwi Nurhanifa Aidy NURUL HIDAYAT Nurwijayanti Oki Yosevi Parwati, Ni Made Suwitri Prayoga, Senanjung Purna Wahyudi Putri Salsabila Zahra. M Qoriatul Fitriyah R Djoko Goenawan Rabiah Al Adawiyah Anwar Rafli Maulana Rasjid, Ashari Refdinal Refdinal Reni Suryanita Renny Mointi Reri Afrianita Rexi Putra Reza Ermawan Rifki Kurniawan Rifqy Azhari Rini Prihartini Rizka Maulida Rizky Edi Nurdiansyah Rogen Samuel Hasibuan Rohana Rohana Rohana Rohana Rohmalia Putri Roni Suhendra Rosa Imani Khan Rusdin Rusdin Rusli, Muhammad Rizani Salman Alfarizi Sari Ayu Wulandari Sari H Dewi Satri Lapu’ Septa Fauzi Shandra Bahasoan Shofa Shofia Hilabi Silvia Ayuniar Silviani Margaretha Siti Marina Siti Novi Astri Syahputri Siti Sholikhatur Rohmah Solimin, Solimin Sri Mulijani Sri Wahyuni Sriyono Sriyono Sudirman Sudirman Sugianto Sugianto Sunardi Sunardi Supardi Supardi Suprihardi Suprihardi Suratno Suriyati Suriyati Susanto Susanto Sutanto P. Hastono Sutrisno Sutrisno Syahidatul Fatimah Ridwan Syaiful Anwar Tamam Zaidan Rizqullah Tantri Palupi Tantri Puspita Yazid Teuku Rihayat Uktafiya Nurhayati Ulfah Apriani Untung Haryanto Vera Surtia Bachtiar Vivin Oktowinandi Wafa Ariska Wagino Wakhid Utomo Wan Muhammad Nurhud Wastam Wahyu Hidayat Widiani, Esti Widiastuti Furbani Widya Rika Puspita Wieke Tsanya Fariati Yahya Hairun Yayan Hendayana Yega Serlina Yulinar Zubaidah Yustinus P Zaenal Fanani Zahra Hanifah Salma Zainal Lamid Zulfahmi Ariadi Nasution Zulfikar Djauhari Zulkarnain Ibrahim