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INDONESIA
APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE)
Published by Politeknik Negeri Jakarta
ISSN : -     EISSN : 27146553     DOI : https://doi.org/10.32722/arcee.v2i01
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Materials Science & Nanotechnology Transportation
The proposed articles can come from the fields of material, structure, geotechnical, construction management, water resources, and environment, transportation, and implementation method & health and safety work in planning, operating, evaluating, and maintenance of building, bridge, and environment.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 5 Documents
 1 
Search results for , issue "Vol. 5 No. 02 (2024)" : 5 Documents clear
Finite Element Analysis of Vacuum Preloading Effect on Lateral Deformation: A Case Study of Road Embankment Lim, Aswin; Widjaja, Hasky; Erdian, Andreas
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 02 (2024)
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i02.6297

Abstract

Soft soil layers are commonly found in Indonesia, which can bring problems in geotechnical engineering. These conditions can be improved by using physical and/or mechanical properties conditions. Physical and mechanical properties conditions can be changed by preloading method. Preloading method can be applied together with the vacuum pressure. The combination of both methods can consolidate soil layer more rapidly. The method was applied to a project road in Jakarta. In this project, vacuum pressure can give more pressure or suction on the soil layer. On this research, lateral movement occurred were predicted by some effects from the vacuum consolidation. The software program from PLAXIS 2D was used to analyze the lateral movement subjected the water suction. According to the results, vacuum preloading should be performed safely with the distance of more or less 22 meters and the usage of vacuum method will accelerate consolidation.
Analysis of Factors from The Parties That Are The Source of Causes of Contract Change in Infrastructure Project in Tangerang City-Banten Province Farihah, Iis Aisatul; Mahendra, Muhammad Oka; Mahendra, T.S. Hadi
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 02 (2024)
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i02.6823

Abstract

In the implementation of construction projects, problems cannot be avoided, one of which is contract change orders. This becomes a problem if it cannot be handled properly. Many factors cause change orders, including differences in understanding between stakeholders, owner requests, financial issues, scope differences, etc. SmartPLS software assessed and built a model with 13 causal change factors based on the literature review's structural relationships. The analysis technique in this research is the descriptive quantitative method. This method is used to obtain and examine structured and in-depth data that explains the behavior or circumstances being observed in depth and systematically. Data collected through the Google Form of 27 respondents to the Tangerang City PUPR Office project for improving and constructing city roads in the fiscal year 2023 were used in this study. In this study, two variables are the main focus in analyzing, in this case, the change order as an endogenous variable, and the project owner, contractor, and consultant as exogenous variables. The results of analysis using SEM-PLS found that the contractor variables have a significant effect on the occurrence of contract change orders by looking at the R-square value of 1.09 which can describe the amount of diversity that can be explained from the model built. The results of the analysis of the two types of variables are expected to be able to provide a comprehensive interpretation of the phenomenon of change orders that occur in the scope of construction, to take preventive action to prevent the occurrence of change orders, and researchers, the results of this study can be used as further study material to develop theories or related topics.
Optimization of Energy Efficiency with A Green Building Approach in The Mahata Serpong Apartment Hidayatulloh, Alfian; Nurwidyaningrum, Dyah
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 02 (2024)
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i02.7042

Abstract

The crisis of non-renewable energy and environmental conservation have become major concerns worldwide. The Indonesian government has responded by launching a national movement to conserve energy. One concrete step taken is the implementation of the Green Building concept, which minimizes resource consumption and maximizes the use of natural resources. In Indonesia, green building assessments are conducted by the Green Building Council Indonesia (GBCI) through the Greenship tool, while internationally, the EDGE application is used for green building certification. For this research use EDGE application for assessing the study case building. This study aims to optimize energy efficiency at Apartemen Mahata Serpong using the EDGE application. The research is expected to reveal the level of energy savings at Apartemen Mahata Serpong and how well the building meets green building criteria. The study begins with data collection, followed by analysis using the EDGE application. The EDGE analysis shows that the existing energy usage at Apartemen Mahata Serpong is 5,88%. After implementing smart meters and a photovoltaic-based renewable energy system, energy efficiency increased to 8,44%. Utility costs also decreased from Rp. 190,377,164 before optimization to Rp. 186,524,222 after optimization.
Performance Analysis of Earthquake-Resistant Building Structures with Conventional Columns and Flat Columns Pangestu, Andika Dwi; amalia, amalia; Edistria, Ega Edistria
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 02 (2024)
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i02.7054

Abstract

The structural integrity of a building depends on the ability of its column components to support the loads above them. The strength of a column is greatly influenced by its shape and dimensions. This study aims to analyze the performance of earthquake-resistant building structures with conventional columns and flat columns. This research was conducted by modeling two variations of an 8-story building structure using ETABS software, which are Model 1 with conventional columns and Model 2 with a combination of conventional columns and flat columns using L-shaped and T-shaped columns. The analysis of earthquake loads was performed by using the response spectrum analysis method, while the structural performance and the collapse mechanism of the building were performed by using the pushover analysis method. The results showed that Model 1 had smaller values of internal force, base shear, displacement, and inter-storey drift than Model 2. The results of the structural performance level in both models had the same level, which is Damage Control (DC). The structural collapse mechanism in Model 1 has qualified the requirement of strong column weak beam, while Model 2 has not met this requirement and falls into the column sway mechanism because the first collapse happened in columns. Based on the statistics analysis, there is no significant difference between Model 1 and Model 2, but in terms of maintaining the room area and aesthetic interior, Model 2 with flat columns has more value.
Inelastic Behavior of Steel X-Bracings with Back-To-Back Channel Sections: A Numerical Study Tjahjanto, Helmy Hermawan; Livana, Jazlyn; Wisena, Perceka; Wijaya, Paulus Karta
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 02 (2024)
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i02.7120

Abstract

There are two approaches in determining compression capacity of braces in X-bracing type of concentrically braced frames (CBFs) where the compression braces are connected and interacted with the tension braces. One approach is assuming the effective length factor, K, of the braces to be taken as 0.5, while the other approaches suggest more conservative K values and indicate that the compression braces behavior might be affected by the tension braces and connection plates stiffness. Finite element analyses using ABAQUS are conducted evaluate the nonlinear behavior of X-bracings with back-to-back channel sections with varied slenderness ratio and gusset plates flexural stiffness. From the analytical results, it is found that in all evaluated configurations, yielding in tension braces occurs before buckling of compression braces. Although behave inelastically, the tension braces could act as partial restraints for the compression braces at the intersection points, resulting symmetrical buckling shapes when the compression braces reach their axial capacity. Equivalent effective length factors, which are determined from back calculations based on AISC360-22 formulations for compression members, are ranged from 0.36 to 0.46 and from 0.70 to 0.82, for braces with higher and lower slenderness ratios, respectively. Yielding of gusset plates indicates that the corresponding brace lengths should be measured between the designated fold lines. Gusset plates flexural stiffness could also contribute to the compression capacity of the braces.

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