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All Journal BANGUN REKAPRIMA JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pendas : Jurnah Ilmiah Pendidikan Dasar Jurnal Pengembangan Rekayasa dan Teknologi Jurnal Teknologi Informasi dan Komunikasi Teknika Jurnal Konstruksi Jurnal Teknik Sipil Jurnal Pengabdian Kolaborasi dan Inovasi IPTEKS Dedication : Jurnal Pengabdian Masyarakat Jurnal Pengabdian KOLABORATIF International Journal of Sustainable Building, Infrastructure and Environment Jurnal Ekonomi dan Bisnis
Lila Anggraini
Universitas Semarang
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Mechanical Engineering Social Sciences Transportation Other

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PENGARUH KUALITAS SISTEM, KUALITAS INFORMASI KUALITAS SISTEM INFORMASI, KUALITAS LAYANAN INFORMASI, PERSEPSI KEMUDAHAN PENGGUNA, PERCEIVED USEFULNESS, DUKUNGAN TOP MANAGER, COMPUTER SELF-EFFICACY DAN KEMAMPUAN TEKNIS PERSONAL SISTEM INFORMASI AKUNTANSI TE Anggraini, Lila; Fitrios, Ruhul
Jurnal Ekonomi Dan Bisnis Vol 18 No 1 (2024): JEB Vol 18 No 1 Maret 2024
Publisher : LPPM STIE YKPN Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53916/jeb.v18i1.77

Abstract

This study aims to analyze the effect of information system quality, information service quality, perceived usefulness, top manager support, and technical capabilities of accounting information system personnel on user satisfaction of accounting information systems. The population in this study were 21,145 MSMEs in Pekanbaru City. The sampling technique used purposive sampling. Determination of the sample using the slovin formula so that a sample of 100 MSMEs was obtained with a total of 300 respondents. The data used is primary data and analyzed using the Structral Equation Model (SEM) with the SmartPLS analysis tool. The results of this study indicate that information system quality, information service quality, perceived usefulness, top manager support, and AIS personal technical ability affect AIS user satisfaction.
PERINGKAT INDIKATOR KEBERLANJUTAN UNTUK PENILAIAN PROYEK PEMBANGUNAN PERUMAHAN Anggraini, Lila; Mahardika, Vera; Wanto, Sri
Teknika Vol. 19 No. 2 (2024): Oktober
Publisher : Universitas Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26623/teknika.v19i2.10318

Abstract

Salah satu sektor utama dalam mencapai pembangunan berkelanjutan adalah konstruksi perumahan. Namun banyak permasalahan yang ada di perumahan diantaranya dari faktor lingkungan, sosial, ekonomi dan tahap pembangunan. Hal ini dapat menyulitkan pengembang dalam mengimplementasikan proyek perumahan berkelanjutan yang memenuhi standar yang ditetapkan. Perlu adanya suatu standar bagi pengembang dalam membangun perumahan baru, dan standar tersebut diterapkan ketika pengembang akan mulai melaksanakan pembangunan perumahan. Banyak indikator dan kerangka kerja penilaian keberlanjutan telah dirumuskan untuk menyediakan proses pengambilan keputusan terkait keberlanjutan, namun hanya terbatas pada lingkungan, sosial dan ekonomi saja. Penelitian ini bertujuan untuk mengidentifikasi indikator-indikator dari pembangunan perumahan berkelanjutan yang kemudian akan diberi urutan ranking sebagai standar pada tahap pembangunan perumahan. Metode pada penelitian ini adalah deskriptif kualitatif, Metode yang digunakan pada penelitian ini adalah Metode AHP (Analysis Hierarchy Process). Hasil dari penelitian ada 12 indikator yang berpengaruh terhadap pembangunan perumahan berkelanjutan dengan peringkat paling tinggi adalah ketersediaan sumber daya air, lokasi, pengelolaan sampah, jarak, aksesbilitas, sistem energi terbarukan, keamanan, material, RTH, harga rumah dan status kepemilikan.
PERAN PENYAJIAN DAN AKSESIBILITAS LAPORAN KEUANGAN, SISTEM PENGENDALIAN INTERNAL PADA PENINGKATAN AKUNTABILITAS PENGELOLAAN KEUANGAN DAERAH Yelfa Fauziyyah; Ria Nelly Sari; Lila Anggraini
Pendas : Jurnal Ilmiah Pendidikan Dasar Vol. 10 No. 01 (2025): Volume 10 No. 01 Maret 2025 In Press.
Publisher : Program Studi Pendidikan Guru Sekolah Dasar FKIP Universitas Pasundan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23969/jp.v10i01.23495

Abstract

Penelitian ini bertujuan untuk menganalisis faktor-faktor yang berdampak terhadap akuntabilitas Pengelolaan Keuangan Daerah yang terdiri dari Penyajian Laporan Keuangan, Aksesibilitas Laporan Keuangan dan Sistem Pengendalian Intern Terhadap Akuntabilitas Pengelolaan Keuangan Daerah. Penelitian ini merupakan penelitian kuantitatif. Populasi dalam penelitian ini adalah OPD yang ada di Kabupaten Kuantan Singingi. Sampel dalam penelitian ini adalah 22 OPD di Kabupaten Kuantan Singingi dengan menggunakan metode sampling jenuh. Jenis data yang digunakan dalam penelitian ini adalah data primer. Teknik pengumpulan data menggunakan kuesioner dengan jumlah responden 66 orang. Hasil analisis data menggunakan SmartPls 4.0 menunjukkan bahwa penyajian laporan keuangan, aksesibilitas laporan keuangan dan sistem pengendalian intern berpengaruh terhadap akuntabilitas pengelolaan keuangan daerah. Penelitian ini diharapkan dapat memberikan kontribusi dalam meningkatkan akuntabilitas pengelolaan keuangan daerah pada OPD di Kabupaten Kuantan Singingi.
ANALISIS PENGARUH KUALIFIKASI KONTRAKTOR TERHADAP KUALITAS PEKERJAAN PROYEK KONSTRUKSI DI KOTA SEMARANG Anggraini, Lila; Rahmawati, Diah; Widorini, Trias
Jurnal Pengembangan Rekayasa dan Teknologi Vol. 1 No. 2 (2017): November (2017)
Publisher : Universitas Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26623/jprt.v13i2.935

Abstract

The law on construction services has been in effect for seventeen years, but the world of construction services in Indonesia has not been very exciting, especially for construction workers for large-scale and high-tech projects. Indonesia's workforce is still considered not to have capability comparable with foreign construction workforce.To realize the success of quality buildings and able to function as planned, needed human resources of good quality as well.And the professional ability of the construction workforce is evidenced by the possession of a skill or skill certificate. As mandated by the Construction Services Act No. 18 of 1999 article 9. that any individual employed by a business entity as a construction planner or supervisor of a particular construction or energy in a construction business enterprise shall have a certificate of expertise.Based on the research factors that most affect the application of Construction Services Act of 1999 memnai certificate of competence of experts on the implementation of construction work.is a factor of human resources such as education experts, experience, training, age and ownership of certificates. Another factor is the method of implementation of work such as coordination and decision making, while the political factor is the regulation of rules and leadership factors, such as motivation and awards To know how far and how big the role of these construction service experts in achieving the success of construction work, so much in demand by both local and foreign workers, it is deemed necessary to research the role of experts in contributing to the success of a construction work.Therefore it is necessary to develop further research on the readiness of experts in terms of the fulfillment of the requirements and expertise, in order to obtain the predicate of professional engineers or professional engineers through certification of expertise held by professional associations that followed.
PERBANDINGAN TULANGAN LENTUR PADA GEDUNG FAKULTAS PSIKOLOGI UNIVERSITAS SEMARANG DENGAN MEMBANDINGKAN PERATURAN SNI GEMPA 2012 DENGAN SNI GEMPA 2019 Crista, Ngudi Hari; Widorini, Trias Nani; Anggraini, Lila Nani
Jurnal Pengembangan Rekayasa dan Teknologi Vol. 4 No. 2 (2020): November (2020)
Publisher : Universitas Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26623/jprt.v16i2.2992

Abstract

Given the last few years there have been many large earthquakes that have occurred in Indonesia. For example, the Aceh earthquake in 2004, the Yogyakarta earthquake in 2006, the Padang and Bengkulu earthquake in 2007. The earthquake caused a lot of damage to building structures. After conducting an in-depth study on this matter, that the large earthquake that occurred turned out to be due to the acceleration of the bedrock which was greater than the acceleration of the bedrock that had been determined in the SNI 03-1726-2012 earthquake map. Based on these findings, the earthquake map SNI 03-1726-2012 was deemed no longer suitable to be applied as a guideline for earthquake resistant structure planning. Because a new earthquake regulation appeared and was enforced, this resulted in the need for revision or review of existing buildings to be reviewed using the latest regulations. With the existence of the latest regulations (RSNI 03-1726-2019), all buildings planned with the old regulations (SNI 03-1726-2012) need an evaluation of the calculation of the earthquake effect of the old buildings against the latest regulations. Therefore, after conducting research by comparing the structural behavior between the two regulations in the USM psychology faculty lecture building in the T building by comparing SNI 03-1726-2012 with SNI 03-1726-2019, the comparison results obtained in the column of longitudinal reinforcement requirements experienced an increase of 50% and the need for shear reinforcement has increased by 12.04%, while for the comparison of beams the need for longitudinal reinforcement has increased in field reinforcement by 25%, and the shear reinforcement has increased by 25%
Analysis of Column and Beam Minimum Reinforcement Requirements on the Building Structure of the Faculty of Psychology, University of Semarang Widorini, Trias; Crista, Ngudi Hari; Anggraini, Lila
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 2, No 1 (2021)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v2i1.8418

Abstract

In formulating the seismic design criteria for a building at ground level or determining the amplification of the peak earthquake acceleration from the bedrock to the ground for a site, the site must be classified first. Site class assignment must be carried out through field and laboratory soil investigations. Site Class consists of SA (hard rock), SB (rock), SC (medium soil), SE (soft soil) and SF (special soil). SNI 1726: 2019 with various classes of SB, SC, SD and SE sites. From the analysis results, it is found that the variation of soil site classes has an effect on the area of minimum reinforcement requirements, except for the logitudinal reinforcement requirements of the lower support beam for site class variations, the value is fixed. The variation of soil site classes has a significant effect on the area requirements of the longitudinal reinforcement in the column. The largest requirement for column longitudinal reinforcement is Soft Soil Site Class (E) and the smallest requirement is Rock Site Class (B).
APLIKASI PENYEWAAN PERALATAN CAMPING DAN HIKING PADA PANDANARAN OUTDOOR BERBASIS WEB Susanto, Susanto; Anggraini, Lila; Kurniawan, Nurdin; Cahyono, Yudi
JURNAL TEKNOLOGI INFORMASI DAN KOMUNIKASI Vol. 15 No. 1 (2024): Maret
Publisher : UNIVERSITAS STEKOM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51903/jtikp.v15i1.830

Abstract

Pandanaran outdoor is one of the rental service companies or rental of camping and hiking equipment. However, the lack of use of technology in the process of renting equipment and conveying information about what equipment can be rented on a particular day makes it difficult for customers to carry out the rental process. Pandanaran Outdoor itself still uses manual recording in its rental process. With the advancement of technology and on the basis of the need for transaction management, data management, and information delivery, it is necessary to create a web-based camping and hiking equipment rental application at Pandanaran Outdoor, this website is designed using CodeIgniter, PHP, Visualcode, Bootstrap, Javascript, and MySQL Database. The system method used in this research is the waterfall method, the results obtained are used to describe the sequence of software development processes as a cycle in the flow of making rental applications. The presence of this application is expected to speed up and simplify the process of renting camping and hiking equipment at Pandanaran Outdoor.
STUDI ANALISIS TULANGAN SENGKANG ULIR PADA GEDUNG T UNIVERSITAS SEMARANG DENGAN MEMBANDINGKAN PERATURAN SNI GEMPA 2012 DENGAN SNI GEMPA 2019 Crista, Ngudi Hari; Widorini, Trias; Anggraini, Lila
Bangun Rekaprima Vol. 7 No. 1 (2021): April 2021
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (547.93 KB) | DOI: 10.32497/bangunrekaprima.v7i1.2585

Abstract

Karena adanya peraturan gempa yang mengalami revisi dan perilaku gempa setiap zona selalu mengalami perubahan hampir setiap tahun dikarenakan adanya pergeseran lempeng dan bebatuan serta akibat aktivitas vulkanik, maka suatu peraturan gempa terbaru muncul dan diberlakukan, dengan adanya peraturan terbaru menyebabkan perlunya revisi atau peninjauan ulang bangunan-bangunan yang sudah berdiri untuk dikaji ulang menggunakan peraturan tersebut. Dari adanya gempa menyebabkan banyak terjadi kerusakan pada struktur bangunan. Setelah dilakukan kajian yang mendalam tentang hal ini, bahwa gempa besar yang terjadi ternyata karena percepatan batuan dasar lebih besar daripada percepatan batuan dasar yang telah ditetapkan dalam peta gempa SNI 03-1726-2012. Berdasarkan penemuan tersebut menyebabkan peta gempa SNI 03-1726-2012 dinilai sudah tidak sesuai lagi di-aplikasikan sebagai pedoman perencanaan struktur tahan gempa. Dengan adanya peraturan terbaru (RSNI 03-1726-2019) maka semua bangunan yang direncanakan dengan peraturan lama (SNI 03-1726-2012) perlu adanya evaluasi perhitungan pengaruh gempa bangunan lama terhadap peraturan terbaru.Pada penelitian ini analisis dilakukan dengan menggunakan tulangan Ulir baik untuk tulangan Pokok maupun tulangan geser. Berdasarkan penelitian yang telah dilakukan dengan menganalisa prilaku struktur antara kedua peraturan tersebut pada bangunan gedung perkuliahan gedung T Universitas Semarang didapat Jumlah tulangan longitudinal ulir mengalami kenaikan sebesar 7 % dan kebutuhan tulangan Sengkang ulir mengalami kenaikan 12% , Sedangkan jumlah kebutuhan tulangan longitudinal ulir mengalami kenaikan pada tulangan lapangan sebesar 33 % , serta tulangan Sengkang ulir mengalami kenaikan 40 % .sehingga berdasarkan hasil tersebut bahwa gaya geser mengalami peningkatan yang cukup tinggi, sehingga evaluasi terhadap bangunan gedung ”“ gedung lama perlu adanya pengkajian ulang.
Mathematical Modelling Demineralisasi Fe pada Profil Baja IWF dalam Kondisi pH Asam dan Basa Lila Anggraini; Hendra Masvika; Sriwanto; Sudanti; Muhammad Latif
Jurnal Teknik Sipil Vol. 18 No. 2 (2025): Desember 2025
Publisher : Faculty Of Engineering University 17 August 1945 Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56444/2xnyf630

Abstract

Profil baja IWF (Instrument Wide Flange) merupakan elemen struktur yang banyak digunakan pada bangunan industri karena kemudahan dalam pemasangan dan fleksibilitasnya. Namun, kondisi lingkungan ekstrem seperti genangan air dengan pH asam maupun basa dapat mempercepat proses demineralisasi (korosi) pada baja. Penelitian ini bertujuan untuk mengidentifikasi laju kehilangan unsur Fe dari profil baja IWF akibat perendaman dalam larutan dengan pH ekstrem, serta menyusun model matematis yang menggambarkan proses demineralisasi. Metode yang digunakan adalah uji laboratorium dengan perendaman potongan baja dalam larutan pH 4, 7, dan 10 selama 72 jam, dilanjutkan dengan uji TDS, ORP, dan morfologi. Hasil menunjukkan bahwa pada pH 4, terjadi demineralisasi Fe tertinggi sebesar 16,167 mg dengan rata-rata ORP sebesar 195,5 mV dan TDS 732,55 ppm. Berdasarkan data tersebut, dibentuk model matematis diferensial untuk memprediksi laju demineralisasi. Disarankan penggunaan pelapis (coating) yang sesuai untuk meningkatkan umur pakai struktur baja.
Co-Authors Ana Fatchiyati Annisa Zahrotun Na'imah bambang sudarmanto Bambang Sudarmanto Cahyono, Yudi Chatarina Umbul Wahyuni Crista, Ngudi Hari Desy Ratna Arthaningtyas Diah Ariyati Puji Lestari Diah Rahmawati DIAH RAHMAWATI Diah Rahmawati Fatchiyati, Ana Fatma Cholida, Nur Fithriani Iin Irawati Iin Irawati Kurniawan, Nurdin Mahardika, Vera Masvika, Hendra Muhammad Latif Nur Fithriani F. Cholida Pamungkas, Wardana Galih pamungkas, wardana galih Purwanti, Hani Ria Nelly Sari Ruhul Fitrios Seno Suharyo Sri Wanto Sri Wanto Sriwanto Sudanti Susanto Susanto Susanto Susanto Trias Widorini Vera Mahardika Yelfa Fauziyyah