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Bambu sebagai Material Berkelanjutan Erba (Earthquake-Resistant Bamboo Architecture) Bhudi, Mattin Kusuma; Nugrahini, Fibria Conytin; Zuraida, Zuraida; Rofi'i, Rofi'i
Sinektika: Jurnal Arsitektur Vol 21, No 2: July 2024
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/sinektika.vi.3601

Abstract

Indonesia memiliki kondisi geografis kepulauan dan dilewati oleh kawasan ring of fire, sehingga sering terjadi bencana gempa bumi. Dengan demikian kondisi tersebut memerlukan penerapan rancangan bangunan tahan gempa. Seperti yang diterapkan pada gempa yang terjadi di Lombok Utara. Dengan menerapkan bangunan tahan gempa RISHA (Rumah Instan Sederhana Sehat) dengan material beton pre-fabrikasi. Namun, muncul berbagai persoalan utamanya penolakan rumah dengan sistem tersebut dikarenakan masyarakat memiliki traumatik terhadap bangunan dengan material beton. Berdasarkan  permasalahan tersebut didapati bahwa rumah dengan sistem RISHA dinilai kurang diminati, sehingga masyarakat meminta diberikan dana untuk membangun rumah sendiri menggunakan material lokal. Material lokal yang digunakan ialah bambu. Penelitian ini menggunakan metode kualitatif khususnya menganalisis data hasil observasi, wawancara dan didukung oleh analisis desktiptif dari studi literatur serta metode kuantitatif untuk menguji hasil analisis data kualitatif dengan uji coba material bambu dan struktur bangunan dengan material bambu, untuk mencari solusi dari permasalahan tersebut. ERBA (Earthquake-Resistant Bamboo Architecture) merupakan sebuah  metode yang dapat diimplementasikan dengan parameter seperti jenis material, standar struktur, kondisi lokasi penelitian dan potensi gempa sehingga mendapatkan hasil yang lebih sesuai dengan kebutuhan yang ada pada lokasi. Hasil dari penelitian ini adalah sebuah metode rancangan ErBa sebagai solusi kebutuhan rumah tahan gempa yang murah dan mudah.
Penerapan Metode Time Cost Trade Off untuk Optimasi Biaya dan Waktu pada Pengaruh Redesign Struktur Bawah (Studi Kasus: Proyek Pembangunan Klinik Utama Mata Jec Java @Pasuruan Tahap 1) Doris Zhaputro, Moch. Aldy; Darjanto, Helmy; Conytin Nugrahini, Fibria
Journal of Manufacturing in Industrial Engineering & Technology Vol 3 No 2 (2024): Journal of Manufacturing in Industrial Engineering & Technology
Publisher : Universitas Muhammadiyah Surabaya Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/mine-tech.v3i2.24621

Abstract

ABSTRACT An implementation period of construction projects would usually often experience the risk of delays in the project schedule. It can be caused by various obstacles that occur in the field even though the project has begun with careful planning and scheduling. The delay has a direct result in increasing the duration of implementation and also the cost of implementing the project. One way to overcome these delays is to implement acceleration in implementation so that the project can achieve the target as planned. However, it must also be accompanied by consideration of financing factors in order to achieve minimum costs with quality standards that remain achieved. This acceleration can be done, one of which is by adding working hours (overtime). This research took a case study on the construction project of the JEC Java @Pasuruan Eye Clinic Main Clinic Building which experienced obstacles in foundation work, causing delays in project implementation. To overcome the problem of delay, the acceleration of the time needed would be calculated. The method that will be used is the Time Cost Trade-Off, in which the duration of the work is compressed to get a more profitable project implementation period in terms of time (duration), cost, and income. This research implemented the Crashing Program by using an alternative method of adding working hours (overtime). Crashing was carried out on a critical trajectory obtained from the results of network planning analysis in Microsoft Project 2016. The results showed that by applying the Time Cost Trade-Off method with the alternative of adding 4 hours of work (overtime), the optimal duration of the project was 91 days with an optimal cost of Rp 2,072,972,561. Keywords: Time Cost Trade-Off, Program Crashing, Addition of Working Hours.
KONFIGURASI STRUKTUR TAHAN GEMPA DALAM ARSITEKTUR: MENINGKATKAN PROSES PRA DESAIN DENGAN BANTUAN RESIST Fibria Conytin Nugrahini; Vippy Dharmawan
AGREGAT Vol 11 No 1 (2026)
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/ag.v11i1.31379

Abstract

Multi-storey buildings constructed in areas prone to earthquakes and high wind loads are at risk of sliding, overturning, and floating. This article will present a simulation of the impact of several shear wall element placement conditions using the RESIST program. These configurations are used to understand the use of shear wall elements, their placement and size. This will facilitate the understanding of the basic principles that must be understood in structural design and at the same time their implications. So it will be easily understood in architectural design during the pre-design process. This study was conducted to facilitate the understanding of the principles of shear wall placement and its implications on building resistance to earthquake forces. This paper provides a concept of shear wall structures for earthquake-resistant buildings for designers and architects to understand the shear wall structural system more easily and provides an overview of the subsequent design process. The study resulted in several conclusions that the forces that occur are greatly influenced by symmetry related to plan balance, better placement of shear walls located at the corners of the building perimeter meeting, the size of the shear walls that must be adjusted to the building area, and the use of cores in the center to minimize moments. The simulation results provide an illustration in gaining a better understanding of lateral restraint structures, namely shear walls. The research results show that the resist software makes it easy to carry out analysis for pre-design that can be understood by architects and in the academic sphere by architecture students.