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All Journal JPAP (Jurnal Penelitian Administrasi Publik) (e-Journal) Rang Teknik Journal
Putri, Ajeng Kartika
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Electrical & Electronics Engineering Engineering

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Kualitas Pelayanan Puskesmas Wonokusumo Kota Surabaya Putri, Ajeng Kartika; Sjafi’i, Achmad
JPAP: Jurnal Penelitian Administrasi Publik Vol 4 No 2 (2018): Jurnal Penelitian Administrasi Publik (JPAP)
Publisher : Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30996/jpap.v4i2.2302

Abstract

Health care still found deficiencies especially in the provision of drugs - drugs and medical equipment. Given the health services for the poor is a complex issue and the importance for human health, so that all human beings are entitled to proper health care. The existence of health centers in the community is important because health centers are the spearhead of health services provided by local governments. As for the support of this study, the authors used a qualitative descriptive method by taking the informant that the patient's health centers by means of interviews and documentation. Based on the results of this research is that the quality of service provided Wonokusumo PHC Surabaya to patients in accordance with the expectations of patients and patient satisfaction. Public Service Standards that become measure the quality of health center services Wonokusumo are: 1) Procedures, 2) Completion Time, 3) Cost of Services, 4) Product Services, 5) Infrastructures, 6) Competence Employer Services Officers. In this case the health centers have shown good service, procedures reasonably good service, turnaround time is still too long, lightweight and cost of the service fees paid in accordance with established, well service products seen from the results satisfactory services, facilities and infrastructure sufficient seen from amenities such as waiting rooms, bathrooms, parking lots, buildings and service rooms were comfortable and clean as well as medical equipment and drugs were complete, the competence of personnel service providers who are able, disciplined and friendly.Keywords: quality of service, public service
ANALISIS KEKUATAN STRUKTUR BANGUNAN WORKSHOP WORK OVER WELL SERVICE DI PT. PERTAMINA HULU ROKAN ZONA 4 LIMAU FIELD Putri, Ajeng Kartika; Firdaus, Firdaus
Rang Teknik Journal Vol 8, No 1 (2025): Vol. 8 No. 1 Januari 2025
Publisher : Fakultas Teknik Universitas Muhammadiyah Sumatera Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31869/rtj.v8i1.5791

Abstract

PT. Pertamina Hulu Rokan Zona 4, sebagai sub-holding upstream PT. Pertamina, melakukan renovasi pada workshop Work Over Well Service di Limau Field dengan memasang fasilitas over head crane (OHC) untuk mengangkat barang-barang berat. Analisis kekuatan struktur bangunan existing diperlukan untuk memastikan bangunan mampu menopang beban tambahan OHC. Penelitian ini menggunakan perhitungan manual dan perangkat lunak komputer CSI SAP2000 ETABS untuk menganalisis data struktur dan pembebanan serta Plaxis 2D untuk menghitung daya dukung pondasi yang menyangga bangunan. Tujuan penelitian adalah menentukan apakah struktur bangunan existing layak untuk instalasi OHC, mengidentifikasi faktor-faktor yang memengaruhi analisis kekuatan struktur, serta menghasilkan kajian ilmiah untuk mengidentifikasi masalah potensial atau kelemahan struktur secara dini.  Berdasarkan hasil evaluasi struktur, simulasi kolom dengan pembebanan maksimum OHC  tidak mampu menahan gaya yang terjadi dengan nilai PMM Ratio 1. Oleh karena itu, diperlukan penambahan kolom sebagai penyangga balok runaway overhead crane. Setelah dilakukan perbaikan dengan menambahkan kolom support, terlihat bahwa kolom dan balok mampu menahan gaya yang terjadi dengan nilai PMM Ratio 1. Dari defleksi vertikal balok runway memenuhi standar dengan nilai maksimum sebesar 6.14mm, yang lebih kecil dari batas yang diizinkan sebesar  8.75 mm. Sementara itu, defleksi horizontal juga memenuhi standar dengan nilai maksimum sebesar 3,1 mm, lebih kecil dari batas yang ditetapkan sebesar 4 mm. Hal ini menunjukkan bahwa struktur balok runway telah memenuhi persyaratan defleksi yang ditetapkan. Pada pengujian
Co-Authors Firdaus Firdaus Sjafi’i, Achmad