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International Conference on Advanced Computer Science and Information System (ICACSIS)

作者： I Gusti Made Teddy Pradana Taufik Djatna Irman Hermadi Graduate and Post Graduate Study Program in Agroindustrial Engineering IPB University Bogor Indonesia IPB University Bogor Indonesia

ISBN: (数字)9781728192796

ISBN: (纸本)9781728192802

The traceability system is increasingly becoming a concern in the current food supply chain. In line with shifting consumer trends, the issue of food security is becoming more important. One of the problems that occur in the supply chain is the risk of counterfeiting, such as bean-adulteration, along with the supply chain product. This risk cannot be anticipated effectively due to a lack of transparency in the flow of product information in the supply chain. This study aims to propose a task analysis of each stakeholder to achieve and construct a design of a traceability system for agroindustry-consumers information access from the field until the coffee shop. The methodology designs consisted of the use case diagram, actor relational analysis, features selection, and cosine similarity algorithm. As an ethereum based architecture, the model equipped with the design process initiated with the BPMN where BCT workflow modeling set. The data attributes construction was based on relational ERD, resulting in database table relation schemes. The construction of a smart contract was based on decision trees mechanism. The traceability of the final result has successfully demonstrated the prototype to fulfill the requirements.

关键词： Supply chains Stakeholders Prototypes Standards Blockchain Information systems Decision trees

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Numerical assessment of stainless steel tubular T-joints subjected to brace and chord axial forces

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ce/papers 2021年第2-4期4卷 2495-2503页

作者： Nogueira, Mateus M. de Lima, Luciano R. O. da S. Vellasco, Pedro C. G. Young, Ben PGECIV - Civil Engineering Post-Graduate Program UERJ – State University of Rio de Janeiro Brazil Structural Engineering Department UERJ – State University of Rio de Janeiro Brazil Department of Civil and Environmental Engineering The Hong Kong Polytechnic University Hong Kong

The utilisation of tubular sections in steel structures has increased significantly worldwide. The use of stainless steel provides several benefits for structures, including high corrosion resistance, durability, fire resistance and ease of maintenance. A significant issue in the design of tubular structures is the joints failure since they are highly susceptible to local failures that influence their actual overall behavior. The design rules of welded carbon steel tubular joints are available, such as Eurocode 3, part 1-8, NBR 16239, ISO 14346 and CIDECT guides. When stainless steel tubular joints are considered, the AS/NZS 4673 Australian/New Zealand Standard is the only available specification that can be used. An experimental and numerical analysis of these tubular joints are recommended since they enable a more accurate evaluation of their structural performance. Concerning these aspects, this work aims to investigate stainless steel tubular T-joints fabricated by SHS and RHS cold-formed profiles that focused on the effect of chord pre-loading. For this purpose, a numerical study based on finite element analysis was performed. The finite element model was developed and calibrated against experiments. The results were subsequently compared with the aforementioned design predictions. © 2021 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.

关键词： Finite element method

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The Effect of EPS Addition to Soil Stabilized with Fly Ash as Lightweight Fill Materials for Embankment Construction 1

The Effect of EPS Addition to Soil Stabilized with Fly Ash a...

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2018 1st Workshop on engineering, Education, Applied Sciences, and Technology, WEAST 2018

作者： Syahril Somantri, Andri Krisnandi Febriansya, Aditia Civil Engineering Department Politeknik Negeri Bandung Bandung Indonesia Post-Graduate Stud. of Infrastructure Engineering Study Program Applied Master Program Politeknik Negeri Bandung Bandung Indonesia

Design and construction of road embankment presents several challenges, including the possibility of bearing capacity failure, large total settlement, differential settlement, and slope instability, which may result from the weight of the embankment construction itself, and/or weak foundation. A number of techniques have been developed and can be used to overcome these problems, one of them is by modifying the weight of the embankment itself with the use of lightweight materials, such as soil-EPS mixture. The use of soil-EPS mixture as lightweight material provides several advantages, among which can achieve the same volume or elevation requirement with a significantly lighter weight compared to ordinary materials, improving slope stability, embankment over high compressibility soil, and to reduce soil pressure to soil retaining structures, abutment or bridge pillar. Fly ash also added to act as binder to increase shear strength of mixture. The result of the compaction test shows that the addition of a small amount of EPS to the mixture can significantly reduce the maximum dry density of the mixture. Triaxial UU and UCS test results show a reduction in mixture strength as EPS contents increase, but due to the presence of fly ash increases the strength of mixture as the number of day increases, so that the use of lightweight materials has the potential to be one of soil improvement solutions. © Published under licence by IOP Publishing Ltd.

关键词： Mixtures

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A System Dynamics Model of Sustainable Construction for High rise Residential Projects in Developing Countries: Case of Indonesia

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Open civil engineering Journal 2022年第1期16卷

作者： Sutantio, Aditya Anwar, Nadjadji Wiguna, I Putu Artama Suryani, Erma Post Graduate Program Civil Engineering Department Institut Teknologi Sepuluh Nopember Jalan Raya ITS Surabaya 60111 Indonesia Civil Engineering Department Institut Teknologi Sepuluh Nopember Jalan Raya ITS Surabaya 60111 Indonesia Information System Department Institut Teknologi Sepuluh Nopember Jalan Raya ITS Surabaya 60111 Indonesia

Introduction: Despite its contribution to urban development, high rise residential projects also cause adverse impact on the living environment. To address the problem, a sustainable construction as a new paradigm has been introduced. Various papers have examined the importance of sustainable construction. However, most studies focused on social and environmental aspects and with few consideration on the economic objective of the business. This study aimed to fill the research gap by presenting a dynamic model to improve social, environmental and economic performance of sustainable construction for high rise residential projects in developing countries. Methods: This study started with a literature review as a basis for a qualitative survey conducted in thirty high rise residential projects in Indonesia, to identify the influencing factors and the interrelationships. To analysis the data, a system dynamics approach was utilized. Results: The simulations reveal that the current regulation and construction practices are insufficient to reduce environmental negative impacts. In order to formulate better policies, three scenarios comprised the implementation of building energy regulation, tax incentives policy, and a policy mix were employed. The results show that the scenarios could improve construction sustainability performance in some extends. Conclusion: The combination of building regulation and tax incentives policy is effective to achieve environmental and social as well as economic aspects of sustainable construction which is suitable for investors. Based on the results, it is concluded that the model can be used to formulate various policies in the future to enhance sustainable construction of high rise residential projects in developing countries. © 2022 Sutantio et al.

关键词： Environmental impacts Lean construction Life cycle cost Regulation Sustainable construction System dynamics

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Experimental Assessment of Stainless and Carbon Steel Double-Skin Tubular Stub Columns Filled with Recycled Aggregate Concrete

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ce/papers 2021年第2-4期4卷 764-771页

作者： Castanheira, Deborah S. de Lima, Luciano R. O. Vellasco, Pedro C. G. da S. Cashell, Katherine A. Gardner, Leroy PGECIV - Civil Engineering Post-Graduate Program UERJ – State University of Rio de Janeiro Brazil Department of Civil and Environmental Engineering Imperial College London London United Kingdom Structural Engineering Department UERJ – State University of Rio de Janeiro Brazil Department of Civil and Environmental Engineering Brunel University London United Kingdom

This paper presents an experimental study into the behaviour of concrete filled double skin tubular (CFDST) stub columns. A total of eight axial compression tests were carried out, half of which were filled with conventional concrete and the remainder had recycled aggregate concrete. The columns were circular in cross-section and comprised an austenitic stainless steel outer tube and a carbon steel inner tube, of varying dimensions. Accordingly, hollow ratios of 0.67 and 0.55 were considered. The recycled coarse aggregate was made by crushing test specimens from a previous research project. A replacement ratio of 50% was adopted in these tests. Both the natural coarse aggregates and the recycled aggregates had a maximum diameter of 9.5 mm. During the tests, similar structural behaviour and failure modes were observed between the columns with conventional and recycled aggregate concrete, and the faiure modes were identical. The experimental results are compared with available design procedures and it is ultimately shown that using recycled aggregate concrete rather than regular concrete in CFDST stub columns does not have a significant effect on the performance. © 2021 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.

关键词： Compression testing

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Numerical evaluation of tubular perfobond shear connectors

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ce/papers 2021年第2-4期4卷 666-674页

作者： Souza, Keila L. da Silva, André T. Henriques, José Vellasco, Pedro C. G. Rodrigues, Monique C. PGECIV - Civil Engineering Post-Graduate Program UERJ – State University of Rio de Janeiro Brazil Structural Engineering Department UERJ – State University of Rio de Janeiro Brazil Construction Engineering Research Group IIW Faculty Hasselt University Belgium

Composite structures have been applied more frequently because they are an economical structural solution with excellent structural performance. The interaction is guaranteed with the use of elements that transfer the forces between these two materials. The most common mechanical connections between steel and concrete are made through shear connectors. Some of the connectors types used nowadays are stud bolt, U-profiles, Crestbond, Perfobond and T-Perfobond. Eurocode 4 prescribes that a connector has to possess a minimal ductility, one of the main requirements to shear connectors. The current Perfobond presents excellent resistant capacity, but low deformation capacity, contradicting what is prescribed by the code. This paper aims to study a Tubular Perforbond connector by analyzing the parameters that can influence its resistance and deformation capacity, applying FEM through Abaqus software, to simulate the composite structural, mechanical behaviour. When comparing the Tubular Perfobond connector with the Perfobond connector, it was possible to observe that the tubular connectors presented a substantial deformation capacity after peak load, while attending the connector ductility requirements. The use of Tubular connectors also decreased the concrete crushing propagation. © 2021 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.

关键词： Nonlinear analysis

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Influence of bearing coefficient in cold-formed stainless steel bolted connection

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ce/papers 2021年第2-4期4卷 148-155页

作者： Sobrinho, Kelvin da Silva, André T. Rodrigues, Monique C. Henriques, José A. Lima, Luciano R. da Vellasco, Pedro C. G. PGECIV - Civil Engineering Post-Graduate Program UERJ – State University of Rio de Janeiro Brazil Structural Engineering Department UERJ – State University of Rio de Janeiro Brazil Construction Engineering Research Group IIW Faculty Hasselt University Belgium

The connections play an important role in the overall behaviour of the structures. Therefore an adequate structural design taking into account both safe and economic criterion is necessary. The structural design of stainless steel bolted connections using actual codes can provide inadequate design capacity mainly due to the use of similar rules based on analogies from mild carbon structures. Thus, the purpose of this paper is to evaluate the structural response of stainless bolted connections considering the steel grade austenitic 304. Experimental and numerical analyses have been carried out considering bolted connection under bearing failure. In details, the study cases were subjected to two shear planes with thin-plate and thick-plate. In these cases, the occurrence of curling failures is possible. A detailed study involving the geometric parameters adopted by design equations of bolted stainless steel connections was made. The outcomes showed a reduction of the ultimate capacity characterised by out-plane deformation. In addition, the current codes led to significant difference when compared to both experimental and numerical results. © 2021 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.

关键词： Structural design

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Review of the use of mangrove forests in supporting the socio-economic life of fishing communities 2

Review of the use of mangrove forests in supporting the soci...

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2nd International Conference of Interdisciplinary Research on Green Environmental Approach for Sustainable Development, ICROEST 2020

作者： Untari Darma, R. Betaubun, P. Arief, A.A. Graduate School Hasanuddin University South Sulawesi Indonesia Department of Agribusiness Faculty of Agriculture Universitas Musamus Papua Indonesia Agribusiness Study Program Faculty of Agriculture Hasanuddin University South Sulawesi Indonesia Department of Civil Engineering Faculty of Engineering Universitas Musamus Papua Indonesia Socio Economic of Fisheries Study Program Faculty of Marine Science and Fisheries Hasanuddin University South Sulawesi Indonesia

Mangrove forests have an important function in human life that cannot be replaced by other functions. The existence of mangrove forests has six main functions, namely biological, ecological, physical, social, economic and chemical functions. This article discusses the description of mangrove forest management in meeting the needs of the economic and social functions of the fishing communities on the coast of Merauke Regency, Papua Province, which were reviewed descriptively using relevant literature studies. In terms of economic function, mangrove forests provide economic value for fishing communities because mangrove forests become habitat for crabs, fish and other marine biota that are captured and sold as the main source of family income. In addition, the use of mangrove forests by fishermen on the coast is used as firewood and building materials. The high utilization of mangrove forests by coastal communities that ignores ecological sustainability causes damage to mangrove forests that threatens the sustainability of ecological functions. Damage to mangrove forests in Merauke in the period 2000-2005 was recorded as wide as 2,416 ha while in the 2005-2010 period damage reached 2,233 ha of the total area of the Merauke mangrove forest which reached 216,001.95 Ha or 6.98% of the Merauke forest area. Based on this, the management of mangrove forest utilization needs to get more attention from various parties so that the ecological function of mangrove forests as a condition of sustainable development, especially for fishing communities on the coast, can be realized in Merauke Regency. © Published under licence by IOP Publishing Ltd.

关键词： Sustainable development

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study of soil structure interaction on basement wall with variants in distance and depth of the basement on soil class SE 2

Study of soil structure interaction on basement wall with va...

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2nd Joint International Conference on Emerging Computing Technology and Sports, JICETS 2019

作者： Saragi, Yetty Irsyam, Masyhur Roesyanto Hendriyawan University of Hkbp Nommensen Sutomo Street No.4A Medan20234 Indonesia Post Graduate Program Civil Engineering Departement University of Sumatera Utara Medan-North Sumatera20155 Indonesia Institute of Technology Bandung Ganesha 10 Bandung West-Java40135 Indonesia Civil Engineering Departement University of Sumatera Utara Medan North-Sumatera20155 Indonesia

The function of the basement is to carry the weight of the upper structure into the soil and to resist lateral loads around the basement wall. One aspect of geotechnical engineering that often a problem in basement wall planning is the determination of lateral ground pressure in the basement wall due to earthquake which must be held by the basement wall. In this study, an analysis of the effects of local soil conditions due to dynamic loads is done through analysis of soil-structure interaction. The analysis is done by modeling the local soil with variations in basement depth and the adjacent basement distance to get the lateral pressure distribution due to dynamic load. The analyzed soil conditions are considered homogeneous at land sites SE (soft soil) with the dynamic load input from earthquake loads uses a 10% probability of exceedance in 50 years (500 years). The most influential parameter for soil displacement is the distance of the basement and then the depth of the basement. The most influential parameter on lateral forces is the depth of the basement followed by the distance of the basement. © 2020 IOP Publishing Ltd. All rights reserved.

关键词： Dynamic loads

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The strain and deflection analysis of wire mesh layer in hot asphalt mixtures using finite element method

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AIP Conference Proceedings 2023年第1期2711卷

作者： Romaynoor Ismy Sofyan M. Saleh Husaini M. Isya Doctoral Program School of Engineering Post Graduate Program Universitas Syiah Kuala Banda Aceh 23111 Indonesia Department of Civil Engineering Universitas Almuslim Matangglumpangdua 24261 Indonesia Department of Civil Engineering Universitas Syiah Kuala Banda Aceh 23111 Indonesia Department of Mechanical Engineering Universitas Syiah Kuala Banda Aceh 23111 Indonesia

Strain is closely related to the amount of load that can be held by an object so that it experiences deflection. A change in the size or shape of an object in holding a load causing stress is called strain. Strain and stress are forces that act on an object due to loads. The distribution analysis of the strain is needed to determine the phenomena that occur in an object due to loads to facilitate the analysis of wire mesh placement modeling. This research aimed to analyze the strain and deflection values that occur due to the loading of wire mesh layer on hot asphalt mixture. Analysis of strain and deflection values which are parameters of flexural resistance was carried out using ETABS software version 17.0.1. ETABS is one of the software used to solve structural problems related to the finite element method. Based on the research results, it was found that the modeling of wire mesh layering affects the flexural resistance value, strain, and deflection that occurred. The value of strain is inversely proportional to the value of the flexural resistance and is directly proportional to the deflection. The strain that occurs from the results of the study is between 0.0313 mm/mm to 0.038 mm/mm and The amount of deflection that occurs due to loading ranges from 8 to 9.5 mm. The best modeling is obtained on a hot asphalt mixture by laying wire mesh 30 mm from the surface of the test object with the lowest strain and able to withstand a maximum load of 291.85 KN.

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