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All Journal Journal of Infrastructural in Civil Engineering (JICE)
Nofera, Wenda
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Civil Engineering, Building, Construction & Architecture

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IDENTIFIKASI KARAKTERISTIK PERPAKIRAN RUMAH SAKIT UMUM DAERAH RASIDIN PADANG Roza, Angelalia; Wahyudi, Tri; Nofera, Wenda; Rusli, Andi Mulya; Nelvidawati, Nelvidawati
Journal of Infrastructural in Civil Engineering Vol 4, No 01 (2023): Volume 04, Issue 01, Januari 2023
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v4i01.2563

Abstract

Pengelolaan parkir seringkali berpotensi menimbulkan konflik di kawasan padat penduduk. Analisis perparkiran merupakan langkah awal yang perlu diambil untuk menentukan kebijakan pengelolaan perparkiran di masa yang akan datang. Penelitian ini bertujuan untuk menganalisis karakteristik parkir RSUD Rasidin Padang. Penelitian ini dilakukan dengan menggunakan teknik survei parkir. Indikasi masalah parkir di kawasan ini terlihat dari tingginya intensitas parkir on street yang dilakukan pengunjung. Hasil analisis nilai indeks parkir maksimum adalah 110% yang menunjukkan bahwa kapasitas ruang parkir yang tersedia sudah tidak mampu lagi menampung kendaraan parkir. Penelitian ini memerlukan kajian lebih lanjut untuk merumuskan rekomendasi pengelolaan parkir bagi RSUD Rasidin Padang.
STUDI PENGARUH POSISI BUKAAN DINDING BATA PADA PORTAL Medriosa, Hamdeni; Ridwan, Muhammad; AGUS, AGUS; Nofera, Wenda; Gustiani, Yusnita
Journal of Infrastructural in Civil Engineering Vol 5, No 01 (2024): Volume 5, Issue 01, January 2024
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v5i01.4014

Abstract

Walls with brick filling are one of the building elements that separate and form rooms. The wall with brick filler is assumed only to be a load on the frame structure and does not consider the existence of this wall as structural. However, walls also have openings, which are essential for infill walls for functional reasons such as doors, windows, air circulation, and other building operations. These wall openings make predicting reinforced concrete structures' behavior and seismic capacity challenging. Numerical modeling and simulations have been conducted using software to evaluate the lateral strength of wall structures with openings as wide as 35% and several types of openings. The analysis results show that the strength of reinforced concrete structures with openings of 35% for type 1 is 93.21 kN, type 2 is 81.77 kN, and type 3 is 89.71 kN. It can be concluded that infill walls that have openings of 35% still contribute to resisting lateral loads because they do not exceed the specified standard deviation, namely 20%.
Co-Authors AGUS AGUS Gustiani, Yusnita Hamdeni Medriosa Muhammad Ridwan Nelvidawati, Nelvidawati Roza, Angelalia Rusli, Andi Mulya Tri Wahyudi