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Journal of Planning and Research in Civil Engineering
Published by Universitas Iskandar Muda
ISSN : -     EISSN : 29623448     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering
Journal of Planning and Research in Civil Engineering is a peer review journal. The PRINCE is a forum for lecturers and researchers to publish scientific works, both in the form of research results and literature studies in the field of civil engineering. The scope of article can be in the form of research results, latest methods, criticism of certain research results or methods, or laboratory research as well as literature review.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 83 Documents
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Perbandingan Perilaku Seismik Struktur High-Rise Beton Bertulang dengan Penerapan Base Isolator LRB dan FPS Wahyu Pamungkas, Hegar; Rochmah, Nurul
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1102

Abstract

Banda Aceh is located in a region with high seismic activity due to the interaction between the Indo-Australian and Eurasian plates, making high-rise buildings in this area require a reliable earthquake-resistant structural design. This study aims to analyze and compare the dynamic behavior of reinforced concrete structures using Lead Rubber Bearing (LRB) and Friction Pendulum System (FPS) base isolation systems against the conventional fixed-base system. The modeling was carried out on a 10-story apartment building using ETABS v.17, referring to SNI 1726:2019, SNI 1727:2020, and SNI 2847:2019 standards. The analysis results show that the base isolation systems reduce inter-story drift by up to 77% for FPS and 49% for LRB compared to the fixed-base model, but increase the total structural displacement with maximum values reaching 2254% for LRB and 1889% for FPS due to isolator movement. Furthermore, the base shear force increased approximately 3.16 times for LRB and 3.40 times for FPS compared to the fixed-base system. The use of isolation also significantly extends the structural vibration period, with the largest increase in the first mode reaching 77% for LRB and 67% for FPS. Overall, the implementation of base isolation effectively enhances structural flexibility and seismic response while reducing potential structural and non-structural damage in earthquake-prone regions.
Analisis Perbandingan Metode Pracetak Dan Metode Konvensional Dalam Pembangunan Rumah Susun 4 Lantai Di Surabaya Fikri, Mohammad Rijal; Sutriono, Bantot
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1104

Abstract

This study compares the structural performance of precast construction and conventional construction methods in a 4-stories flats building in Surabaya. The results show clear differences in the forces acting on the structural elements. Precast elements have shear forces that are 21% lower than those in the conventional method and moments that are 25% lower than those in the conventional method, indicating different responses to lateral loads. Although both methods use similar reinforcement designs, precast elements need extra reinforcement for lifting during installation. The drift analysis on the second floor also shows differences: the precast structure has 21% less than those in the conventional method drift the x-direction and 21% less than those in the conventional method the y-direction due to changes in overall stiffness.
Analisis Hidrologi, Hidrolika untuk Penampang Persegi Panjang, Trapesium dan Segitiga Berdasarkan Pedoman Perencanaan Saluran Jalan Departemen PU (Pd.T-02-2006.B) Muhammad Ridha; Amalia, Amalia; Sriana, Tety
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1107

Abstract

The geometric shapes of various types of drainage commonly used are: rectangular, usually used in urban areas; trapezoidal, used in agricultural areas for irrigation; and triangular. This study was conducted in Pieyeung Datu Village, Montasik Subdistrict, Aceh Besar Regency. For hydrological data (rainfall), rainfall data from Aneuk Glee Village, Aceh Besar Regency was used for station 1 and Meunasah Baro Village, Seulimeum Subdistrict, Aceh Besar for station 2. The distribution and suitability tests followed the Log Pearson Type 3 distribution. The concentration time analysis yielded a result of Tc = 14.096 minutes, and the 5-year return period discharge (Q5) using the modified rational method was 0.25 m3/second. The long channel has a channel discharge capacity of 0.276 m3/second, a flow velocity in channel 1 of 380 m/s, the trapezoidal channel has a discharge of 0.260 m³/s with a flow velocity of 1.48 m/s, and the triangular channel has a discharge of 0.293 m³/s and a flow velocity in the channel/design velocity of 1.46 m/s. For the Budget Plan (RAB), it was found that the triangular channel had the lowest cost, amounting to Rp. 221,937,500.00, followed by the trapezoidal channel at Rp. 248,235.00, and the rectangular channel with the highest cost, amounting to Rp. 295,020,000.00.

Page 9 of 9 | Total Record : 83

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