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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 75 Documents
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Analisis Perbandingan Kapasitas Lentur Balok Komposit Berdasarkan SNI 1729:2015 dan SNI 1729:2020 Ahmad Sumantri; Ainil Mardhiyah; Nova Juliana
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.v4i3.1088

Abstract

Composite steel-concrete structures are widely applied in modern construction due to their material efficiency, high strength-to-weight ratio, and reliable structural performance. As design demand evolve, the Indonesian National Standard (SNI) continues to be updated to enhance safety and consistency in structural design. One significant revision occurred in SNI 1729:2020, which replaced SNI 1729:2015 and introduced changes in material strength provisions, strength-reduction factors, and flexural capacity calculations for composite members. However, quantitative studies examining the impact of these updates remain limited. This study aims to analyze and compare the flexural capacity of composite beams based on manual calculations following SNI 1729:2015 and SNI 1729:2020. Several types of steel girders with variations in span length and slab thickness were evaluated. The results indicate a very high level of equivalence between the nominal and factored flexural capacities obtained from both standards. All girder types produced identical values, demonstrating that no difference exists in the level of conservatism in estimating the flexural capacity of composite elements. Nevertheless, the use of SNI 1729:2020 is recommended due to its improved structure, alignment with the international standard ASIC 360-16, and harmonization with other updated SNI provisions, which collectively enhance the reliability of steel structural design in Indonesia
Studi Perbandingan Kinerja Struktur Rangka Bresing Konsentrik Khusus dan Struktur Base Isolation Dengan Analisis Pushover Suprayitno, Wisnu Edi; Bantot Sutriono; Retno Trimurtiningrum
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.v4i3.1100

Abstract

Earthquakes are phenomena that have the potential to cause damage to building infrastructure, especially high-rise buildings. This condition is an important aspect in the planning of earthquake-resistant buildings, especially related to the use of building structural systems. The purpose of this study was to analyze the response and sismic performance between special concentric braced frame structures and base isolation structures in multi-storey buildings with height variations of 4 floors, 8 floors and 12 floors. Comparative analysis was conducted using ETABS V software.21 with reference to the provisions of the design of earthquake-resistant steel structures. The results of the analysis showed that the deviation between floors and P-Delta effect of base isolation structure is smaller than that of special concentric braced frame structure. From the analysis of pushover, both structures show the level of Life Safety (LS) performance, which means they are still in a safe condition to withstand earthquake loads without experiencing significant damage.
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.

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