Journal articles: 'Software construction method'

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LIU, Dong-Hong, Chang-Guo GUO, Huai-Min WANG, and Tao WANG. "Monitoring Enabled Distributed Software Construction Method." Journal of Software 22, no. 11 (November 14, 2011): 2610–24. http://dx.doi.org/10.3724/sp.j.1001.2011.04081.

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Seo, Yongjin, Su Ji Kim, and Hyeon Soo Kim. "Construction Method of Software Test Monitoring Framework." Journal of Internet Computing and Services 17, no. 6 (December 31, 2016): 61–69. http://dx.doi.org/10.7472/jksii.2016.17.6.61.

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GUO, Yu, Yi-Yun CHEN, and Chun-Xiao LIN. "A Method for Code Safety Proof Construction." Journal of Software 19, no. 10 (October 20, 2008): 2720–27. http://dx.doi.org/10.3724/sp.j.1001.2008.02720.

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Li, Jing, Huanguo Zhang, Bo Zhao, and Lingling Fang. "A trusted environment construction method for security-sensitive software." Wuhan University Journal of Natural Sciences 16, no. 5 (September 3, 2011): 383–90. http://dx.doi.org/10.1007/s11859-011-0767-2.

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Smugala, S., and D. Kubečková. "Construction Process Duration Predicted by Statistical Method." IOP Conference Series: Materials Science and Engineering 1203, no. 3 (November 1, 2021): 032135. http://dx.doi.org/10.1088/1757-899x/1203/3/032135.

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Abstract Many construction projects today are planned and managed using computer technology. An integral part of the management of these projects is sophisticated software, which includes statistical probabilistic methods. The main task in this area is direct verification of the validity of planned labour productivity values during the construction process according to the recorded average performance values. Using selected statistical methods and analyses, a case study can document this type of undertaking, for example, in a selected masonry process in which the upper and lower limits of performance, i.e. the optimistic and pessimistic bounds, may be calculated with 95% probability. Evaluation of these performance parameters in the construction software used for this study showed a difference in time of 11 days at the end of the process. The figures indicated a 9.6% and 14.3% decrease in labour productivity, respectively, for the optimistic and pessimistic values compared to the construction software ’ s planned values. Repeated evaluation of performance can aid in improving labour productivity and attaining project milestones and subsequent construction deadlines during the construction process. This paper aims to confirm or refute this theoretical balance using probabilistic statistical methods and to emphasize the importance of statistical analysis in the real construction process with the use of the software.

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Nguyen, Van Thanh, Thuan Van Nguyen, Trung Hoai Dang, Triet Minh Vo, and Lieu Nguyen Nhu Vo. "GPRTVN – Processing ground penetrating radar data software." Science and Technology Development Journal - Natural Sciences 2, no. 5 (July 2, 2019): 97–104. http://dx.doi.org/10.32508/stdjns.v2i5.784.

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Designing and mapping underground construction works have been doing for years to meet urgent demands in urbanization process. In this field, Ground Penetrating Radar (GPR) method has shown many advantages in determining underground structures. However, our country has almost no processing program that meets demands of processing and interpretation GPR data. This paper introduced GPRTVN processing program which was the research result of the Department of Geophysics for years. This program could process data of many present GPR equipments and quickly provide cross sections of existing underground constructions. It would be very useful for construction and building investigation companies in Vietnam.

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Zhu, Yun Feng. "A Construction Method of Surface Modeling Based on CAID Software." Applied Mechanics and Materials 121-126 (October 2011): 3703–7. http://dx.doi.org/10.4028/www.scientific.net/amm.121-126.3703.

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Any appearance in modeling entity can be decomposed into faces as components. This paper takes face as a key point to analyze shape and modeling of objects and discusses a general construction method of Curved-surface products in CAID software.

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Elias@Alias, Suhaidi, and Noriah Ismail. "The Usage of Critical Path Method Software in Malaysian Construction." International Journal of Knowledge, Culture, and Change Management: Annual Review 11, no. 5 (2012): 77–88. http://dx.doi.org/10.18848/1447-9524/cgp/v11i05/50198.

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Yu, Chi, Zixuan Ding, and Xiang Chen. "HOPE: Software Defect Prediction Model Construction Method via Homomorphic Encryption." IEEE Access 9 (2021): 69405–17. http://dx.doi.org/10.1109/access.2021.3078265.

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Germak, Oksana, Oksana Gugueva, and Natalya Kalacheva. "Creation of digital terrain models using software applications." E3S Web of Conferences 281 (2021): 05008. http://dx.doi.org/10.1051/e3sconf/202128105008.

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The article discusses the construction of a digital terrain model in various programs, which will be used for the vertical planning design. One of the major challenges in this area is the creation of an accurate and realistic surface, which will give an opportunity to create a quality and compliant site. To solve this problem and analyze, a model of the same territory and the same initial data has been built. The paper presents a construction algorithms DTM a method of constructing an irregular grid of heights, graphical implementation and analysis.

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Gao, Tilei, Ming Yang, Xiaohui Jia, and Tao Zhang. "Research on the Evolutionary Development Method of Software Service Based on Trusted Agent." Journal of Physics: Conference Series 2025, no. 1 (September 1, 2021): 012095. http://dx.doi.org/10.1088/1742-6596/2025/1/012095.

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Abstract The factors that affect the trustworthiness of complex software system include not only the trustworthiness of subsystem services, but also the selection and construction process of subsystem services. According to the selection and construction process of sub services, this paper has proposed the concept of trusted agent. The trusted agent contains the key modules such as trustworthiness measurement and selection of software services, which can filter external software services and send the screened high-quality results to the system, so as to optimize the construction process of complex system. The method of software system construction based on trusted agent not only ensures the trustworthiness of the construction process, but also reduces the degree of manual participation, and improves the efficiency and automation of the software system construction process.

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Abbas, Dr Hajer Satih, Dr Majid M. Kharnoob, Dr Noor Salim Atia, and Dr Bassam Farman Bassam. "Analysis or Design of Composite Column by Using Etabs Software." Webology 19, no. 1 (January 20, 2022): 5289–301. http://dx.doi.org/10.14704/web/v19i1/web19355.

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As the world business enlarging day by day, and designing of the buildings are getting complex and demanding more technology to enhance its stability, performances, cost, duration and its uniqueness of designing. At the later part of development in civil engineer majority of the work was transformed from conventional system to a well organized and computerized system, most of the time the company employees and owners were in live risk, due to non availability of technology. As time goes technology develops, having this in mind we had also suggested using Etabs software in our design. Etabs is a 3D analysis and designing of the buildings, it is engineering software which is used in construction and designing or analysis of complex multi stored buildings. Composite column is actually the amalgamation of two traditionally methodologies structure steel and structure concrete, their design could be based on concrete or steel methodology. Any method can be used to develop composite column approach. Composite columns are designed by applying different components of structure steel and concrete in according to use the advantages and property of each material. The outer and inner behavior of the concrete and structural steel ingredients make the Composite column is very unbending, enough squashy, cost effective and generally makes it efficient partner of the building and bride constructions. Normally three kinds of composite column sections are using in high risky building construction. The building was analyzed by using Etabs and designed according to the needed requirement. Composite column technology for construction of building is now a day’s very popular and has more advantages over the conventional designing of buildings, currently we see tall buildings with great advantages such as less space more accommodation, parking, and many more, these all can only be achieved if we implement the concept and idea of composite construction. This is why composite construction is so good; the one line reason behind this is that it combines both steel and concrete into one unit. By combining these materials can strengthen and provide best result in extremely enough and light weight design. Composite by column can also save our time and we can construction the complex buildings in short term. One of the biggest achievement if is done in construction by composite column is the cost reduction, because most of the constructions companies are being lost and dropped its position due to non profitability.

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Smugala, Stanislav, and Darja Kubečková. "Time Connection of Subsequent Construction Processes Estimated by Statistical Method." Applied Sciences 12, no. 7 (March 30, 2022): 3529. http://dx.doi.org/10.3390/app12073529.

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An integral part of managing the construction of investment units is the monitoring of labor productivity using statistical methods in combination with construction software. Such a combination includes a number of methods and modeling, among which is a method for determining the probability of the completion of construction processes based on the recorded mean value of labor productivity and its variations. For investment units consisting of two or more objects, it is necessary to assess the probability of the completion of construction processes related to follow-up activities and which are carried out by the same work crews. Based on the selected probability modeling, the aim of this contribution was to show how statistical methods and software support can contribute to savings in resources, both human and time, in construction production. The aspect is documented in a case study of residential buildings. The Lindeberg–Lévy and Moivre–Laplace theory and the Bernoulli principle were used for mathematical modeling. The CONTEC construction software was applied as the software support. The performed modeling showed a decrease in the mean value of performance for all the processes examined compared to the planned values, except for the implementation of reinforced concrete monolithic structures. For these reasons, the working capacities had to be increased in order to meet construction milestones.

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Truc Doan, Thy. "The application of Geostatistical software (SGeMS), Ilwis software and Kriging interpolation to simulate 3D stratigraphic structure model urban Rach Gia town, Kien Giang, Viet Nam." E3S Web of Conferences 347 (2022): 03001. http://dx.doi.org/10.1051/e3sconf/202234703001.

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In recent decades, all of the previous researches for determination of the soil-rock characteristics implemented effectively such as geophysical method, static and dynamic penetration, chemical methods and blasting method and so on. These methods combined with experimental results in the laboratory. However, these methods lost much time, costs, and other environmental conditions that machines, tools, people, experimental environment, sample preservation, implemental methods, temperature, weather, and so on. From that, improvement of difficult problems that an urgent and essential method to build “3D spatial stratigraphic structure model in Rach Gia urban, Kien Giang in Viet Nam” was proposed and the results in the shorten time of design, construction time and the lowest costs that implemented by the Geostatistics (SGeMS), Ilwis software and Kriging interpolation. From the results of the 3D model of the stratigraphic structure shown fast for the soil characteristics (type of soils, states, colors, the thickness of soil layers, and mechanical properties) whereas it is not necessary to drill and measure in the laboratory and the field. Moreover, this method supplies scientists, Geology, and Civil engineer who can survey, design, and do construction easily and essentially. Especially, Geologists can predict in advance possible geology hazards during the construction time to ensure construction stability and save costs as low as possible.

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Марценюк, В., І. Дідманідзе, A. Сверстюк, І. Андрущак, and К. Рудь. "Automated method of building exploites in analysis software testing." COMPUTER-INTEGRATED TECHNOLOGIES: EDUCATION, SCIENCE, PRODUCTION, no. 39 (May 19, 2020): 146–50. http://dx.doi.org/10.36910/6775-2524-0560-2020-39-25.

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The article discusses the problem of the method of automated construction of exploits for the buffer overflow vulnerability on the stack and its application to the task of evaluating the criticality of errors in software and building software protection. The modern practical and theoretical methods of invading various operating systems are analyzed.

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PEÑA-MORA, FENIOSKY, SANJEEV VADHAVKAR, and SIVA KUMAR DIRISALA. "Component-based software development for integrated construction management software applications." Artificial Intelligence for Engineering Design, Analysis and Manufacturing 15, no. 2 (April 2001): 173–87. http://dx.doi.org/10.1017/s0890060401152054.

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This paper presents a framework and a prototype for designing Integrated Construction Management (ICM) software applications using reusable components. The framework supports the collaborative development of ICM software applications by a group of ICM application developers from a library of software components. The framework focuses on the use of an explicit software development process to capture and disseminate specialized knowledge that augments the description of the ICM software application components in a library. The importance of preserving and using this knowledge has become apparent with the recent trend of combining the software development process with the software application code. There are three main components in the framework: design patterns, design rationale model, and intelligent search algorithms. Design patterns have been chosen to represent, record, and reuse the recurring design structures and associated design experience in object-oriented software development. The Design Recommendation and Intent Model (DRIM) was extended in the current research effort to capture the specific implementation of reusable software components. DRIM provides a method by which design rationale from multiple ICM application designers can be partially generated, stored, and later retrieved by a computer system. To address the issues of retrieval, the paper presents a unique representation of a software component, and a search mechanism based on Reggia's setcover algorithm to retrieve a set of components that can be combined to get the required functionality is presented. This paper also details an initial, proof-of-concept prototype based on the framework. By supporting nonobtrusive capture as well as effective access of vital design rationale information regarding the ICM application development process, the framework described in this paper is expected to provide a strong information base for designing ICM software.

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Gao, Tilei, Ming Yang, Xiaohui Jia, and Tao Zhang. "Research on Evolutionary Construction Method of Software Service Architecture Based on ACP." Journal of Physics: Conference Series 2025, no. 1 (September 1, 2021): 012103. http://dx.doi.org/10.1088/1742-6596/2025/1/012103.

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Abstract In the open-source computing environment, the software service individuals that constitute the system are highly independent. The construction of software system is changed into combination and iteration, which puts forward higher requirements for the system architecture. Based on algebra of communication process, this paper abstracts the individual software service into service items, and uses the operation rules in communication algebra to realize the construction and modification of software architecture, thus ensuring the preciseness of the construction process and the stability of the architecture. Finally, a system with 12 sub services is used as a case to demonstrate the evolution process of service adding, deleting and replacing operation, which also verified the effectiveness and feasibility of the proposed method.

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Zhu, Jin-Xiu, Xue-Rui Tan, Nan Lu, Shao-Xing Chen, and Xiao-Jun Chen. "Software solution of medical grey relational method based on SAS environment." Grey Systems: Theory and Application 6, no. 3 (November 7, 2016): 309–21. http://dx.doi.org/10.1108/gs-06-2016-0011.

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Purpose The purpose of this paper is to construct a new algorithm of program procedure for medical grey relational method based on SAS software. Design/methodology/approach Based on the SAS environment, the authors construct a new algorithm of program procedure through the following methods: the construction data set, confirmation of the comparison sequence and reference sequence, the original data transformation, calculation of the grey relational coefficient of reference sequence and comparison sequence and calculating the correlation. Findings The results show that the novel algorithm of program procedure for medical grey relational method based on SAS software satisfies the properties properly. It also fully confirmed the biggest advantage of the grey relational analysis is that its requirements are not too high for the amount of data, and it does not need to follow the typical distribution. Originality/value The paper succeeds in constructing a novel algorithm of program procedures for medical grey relational method and providing a valuable tool for solving similar problems.

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Kezadri Hamiaz, Mounira, Marc Pantel, Benoît Combemale, and Xavier Thirioux. "Correct-by-construction model composition: Application to the Invasive Software Composition method." Electronic Proceedings in Theoretical Computer Science 147 (April 2, 2014): 108–22. http://dx.doi.org/10.4204/eptcs.147.8.

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Miao, Weikai, and Xi Wang. "An Evolutionary Method for the Formal Specification Construction of Service-Based Software." International Journal of Software Engineering and Knowledge Engineering 26, no. 04 (May 2016): 587–610. http://dx.doi.org/10.1142/s0218194016400039.

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Service-based software (SBS) modeling is considered as a promising way to develop high-quality service-based systems. One major challenge of this methodology is how to effectively utilize existing software services in the process of system modeling to ensure the reliability of the system while reducing the development cost. In this paper, we propose an evolutionary method for the formal specification construction of SBS to tackle this problem. Initial requirements are gradually transformed into a formal design specification through three steps during which existing services are discovered, filtered, selected and adopted. Candidate services are discovered through a keyword-based searching. Then the services are analyzed from both the structural and behavioral perspectives for filtering. A specification-based testing technique is exploited to rigorously determine which candidate services are finally selected. The selected services are incorporated into the formal design model of the system. We present a case study that was conducted for evaluating the usability of the method. We have also developed a prototype tool for supporting the method to be applied in practice.

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Tomer, Gunjan, and Sushanta Kumar Mishra. "Professional identity construction among software engineering students." Information Technology & People 29, no. 1 (March 7, 2016): 146–72. http://dx.doi.org/10.1108/itp-10-2013-0181.

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Purpose – The purpose of this paper is to explore the process in which the software engineering students construct their professional identities. Design/methodology/approach – The study followed the qualitative method using grounded theory methodology to examine the process of identity construction. Data were collected from final year software engineering students in an iterative manner. Findings – Based on the present study, the study argues that entry-level identities of students are modified and adjusted in response to their experience of identity violations over the course of their academic program. These violations were caused by their unmet expectations from the academic program. The magnitude of these violations is influenced by their perceived value derived from the training they were receiving. Research limitations/implications – This paper explains the process of “identity morphing” as a mechanism by which students resolve the conflict/violation of their identities. The emergence and adaptation of different types of identities were examined. This study can be extended to the employees of IT organizations to draw a holistic picture. Practical implications – The understanding of identity morphing process might enable organizations to enrich their interaction with their employees and thus provide avenues to improve their work-related outcomes. Originality/value – Previous studies have explored professional identity construction among individuals. However, how software professionals construct their professional identity, during their education years, is relatively unexplored. The present study asserts that professional identities are formed among the students even before they join the organization.

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Демидов, Павел, Pavel Demidov, Михаил Семенов, Mikhail Semenov, Мария Рыжова, and Mariya Ryzhova. "The calculation method application to choice of thermochemical treatment method for gear wheals of road construction machinery." Bulletin of Bryansk state technical university 2014, no. 2 (June 30, 2014): 19–24. http://dx.doi.org/10.12737/23296.

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The problem of choice of thermochemical treatment method for road construction machinery gear wheels was discussed in this article. The mathematical model and software were designed to organize the effective selection of surface hardening method according to required level of contact fatigue resistance. The software was applied to design a technology of the hard loaded gear wheels thermochemical treatment.

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Tsoulos, Ioannis G., Alexandros Tzallas, and Dimitrios Tsalikakis. "Genetic Feature Construction Genetic Feature Construction: a parallel implementation of a genetic programming tool for feature construction." European Journal of Engineering Research and Science 4, no. 5 (May 6, 2019): 5–11. http://dx.doi.org/10.24018/ejers.2019.4.5.1272.

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In this paper a parallel implementation of a recently introduced method for feature construction is described. This technique utilizes parallel genetic algorithms along with RBF neural networks to create new features from the original ones by discovering the hidden relations between patterns. The method is tested on series of classification problems from a variety of areas and the results are reported. The accompanied software is written entirely in ANSI C++ using the well established MPI library for parallelization.

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ZHU, Liang-Feng. "Construction Method and Actualizing Techniques of 3D Visual Model for Geological Faults." Journal of Software 19, no. 8 (October 21, 2008): 2004–17. http://dx.doi.org/10.3724/sp.j.1001.2008.02004.

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Havlíček, Peter, and Július Šoltész. "Applicability of Commercial Software for Bridge Design with Consideration of Seismic Loading Effects." Solid State Phenomena 272 (February 2018): 313–18. http://dx.doi.org/10.4028/www.scientific.net/ssp.272.313.

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The construction of bridges with use of seismic isolation is a less-used concept in Slovakia and the Czech Republic. The concept of seismic isolation of bridges is a way of protecting bridge construction without damaging the pillars and substructure unlike the currently used methodology of consideration and development of plastic joints. When using this concept correctly, it is possible to prevent serious damage of construction and greatly reduce economic losses. Creation of a FEM (Fine Element Method) model, that is capable of correct description of the bridge behavior during a seismic event is often problematic. In this paper, the features of designing and modeling of bridge constructions with use of seismic insulation based on elastomeric bearings are presented. Furthermore, the calculations of stiffness constants required for numerical modeling are presented as well. In this paper are described methods of modeling of seismic isolations in a commonly and commercially available FEM based software. The work also contains a comparison of possibilities as well as limits of these programs. We further present recommendations for correct modeling by use of nonlinear material properties or elastic bonds between elements.

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Hu, Juan, Xiao Yi Sun, and Sheng Jun Jiao. "Monitoring of Long-Span Self-Anchored Arch Bridge Constructed with Rotation Method." Applied Mechanics and Materials 178-181 (May 2012): 1977–82. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.1977.

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In recent years, rotation construction is widely used in construction of arch birdge, and the method of construction is difficult and has complicated process. Construction process control for rotation construction of the long-span anch bridge is not only the key measure to ensure the states meeting the design requirements of the constructed bridge, but also is the important part to ensure the construction quality and safety. Therefore, it is necessary to control the construction for the long-span self-anchored arch bridge. The paper established the control system according to the rotation constrcution for the long-span self-anchored arch bridge which is overpass a exited major highway. And took a follow-up observations for the actual states of the constructing arch bridge, and used the finite enlement software ANSYS to analyze the stress of the structure and static and dynamic stress in the process of rotation construction. Comparing the theoretical value to the measured results showed that there was good meet between the results. And the rotation construction was stable, the vertical displacement and the acceleration were smaller, and didn’t take a bad effects on the structure. According to the results of the finite element and monitoring, it will provide the target of the construction monitoring for each construction segment, and meet the final design of the bridge, furthermore it will provide a reliable reference for the smooth progress of construction.

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Thanh Binh, Nguyen. "Applying Lean Construction to Construction Project." Advanced Materials Research 834-836 (October 2013): 1976–83. http://dx.doi.org/10.4028/www.scientific.net/amr.834-836.1976.

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Lean construction is aimed to improve construction performance by eliminating wastes that do not add value to the customer. This project studies lean construction and its application in concrete construction projects at both the operation and project levels. In conjunction with a concrete contractor, actual concrete construction projects were observed, and problem areas contributing to delay and other wastes were identified. At the project level, the lack of coordination among subcontractors was cited as one of the major factors contributing to schedule delays. This paper proposes to use the last planner concept, the linear scheduling method, and the graphic schedule method to improve communication and look-ahead scheduling. Related software was developed for implementing this scheduling tool. At the operation level, a systematic approach of was identification, operation re-design, and employee training was applied to reduce wastes found in the field operation. A case study of bulkhead installation was used to demonstrate this approach, and a 3D animation was created for employee training.

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Maaruf, Ali, and Pavel Oleynik. "Determining the optimal construction method for basements using the Analytic Hierarchy Process." E3S Web of Conferences 258 (2021): 09043. http://dx.doi.org/10.1051/e3sconf/202125809043.

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In the construction industry, there are two methods for constructing basements (Top-Down) and (Bottom-UP). The difference between them lies in the sequence of works, since in the (Bottom-Up) method the end of the excavation work is the necessary condition for the beginning of the substructure construction, and this is different from the (Top Down) method where excavation and construction of the substructure and the superstructure are carried out in parallel, which significantly reduces the project duration but at the same time increases the construction cost. Also there is a difference in terms of use for each of these two methods, for example, it is preferable to use the (Top-Down) in dense urban areas, where there is not enough space for the construction and where there are concerns that the adjacent buildings may be deformed as a result of construction, and this is what the (Bottom-Up) method cannot provide. In order to determine the optimal method from a mathematical point of view, 7 main criteria and 25 sub-criteria were identified, and the Analytic Hierarchy Process was used to solve this multi-criteria problem. Using the Expert Choice software, we found that the (Top-Down) method is preferred by 14.8% more than (Bottom-Up), and a sensitivity analysis was performed to determine which criteria dominated our optimal result.

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Loferski, Joseph R., John C. Bouldin, and Daniel P. Hindman. "Development of a Methodology for the Visual Inspection of Engineered Wood Products and Metal Hangers in Residential Construction." Advanced Materials Research 778 (September 2013): 342–49. http://dx.doi.org/10.4028/www.scientific.net/amr.778.342.

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This paper presents the development of a visual inspection methodology for engineered wood products that are commonly used in residential construction in the USA. Engineered wood products include wood composite structural elements such as I-joists, oriented strand board, and structural composite lumber products, and metal plate connected wood trusses. Due to the proprietary nature of wood composite engineered products, there are no uniform standards between different manufacturers for installation and use. If improper installation methods are used, engineered wood products may not be able to safely carry design loads. Improper use or modifications constitute prescriptive code violations. Construction errors that result from the unique installation requirements demonstrate the need for specific inspection methods to detect installation errors early in the construction process. The goal of this research is to develop an expert-validated visual inspection methodology, associated knowledge base, and software application for selected engineered wood products and hanger hardware for non-compliance at the pre-drywall stage of new residential construction. A modified Delphi method was used to solicit and refine inspection methods from subject matter experts. Based on these results, an inspection method and computer software application were developed. The method establishes a systematic expert-validated inspection procedure that identifies known high-risk areas for installation problems for engineered wood products. The software contains the instructions for implementing the inspection method, a reference library of authoritative installation guidelines and illustrations, the ability to document observed defects, and a vehicle to create a report. The experts validated the method and software application, and confirmed the usefulness for detecting construction errors.

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Vogel, Jerome, and Rainer Telesko. "Derivation of an Agile Method Construction Set to Optimize the Software Development Process." Journal of Cases on Information Technology 22, no. 3 (July 2020): 19–34. http://dx.doi.org/10.4018/jcit.2020070102.

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Today, IT and especially the development of customer-focused software, has become one of the most important elements for a company to remain competitive. The primary purpose of this article is to determine whether it is possible to improve the agile development of a company by adjusting its software development process in terms of cultural, technical, and managerial dimensions. Based on a literature analysis and practical experience in the company, different influencing factors and parameters, which affect the value creation throughout the software development process of a company were derived and clustered. Out of these clusters, a framework (Agile Method Construction Set) based on a Microsoft Excel questionnaire was created in order to analyze and identify optimization potential in the development process of a company. This construction set was adapted to meet the requirements of the development department of a large Swiss insurance company in order to validate and test the framework with real data.

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Maleki Toulabi, Hossein, Mojtaba Hosseini, and Kamran Rahim Of. "Technical Evaluation of Integrated Wall and Roof Formwork System and Its Comparison with Ordinary Concrete Building Construction Method." Civil Engineering Journal 4, no. 2 (March 6, 2018): 422. http://dx.doi.org/10.28991/cej-0309102.

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Nowadays, the development of construction industry is one of the development indices of countries. On the other hand, development of construction industry is more urgent than ever with increased population and consequently, increased desire for urbanization. Considering the inadequacy of traditional and conventional systems for mass housing production, the approach to use modern industrial methods of building along with new technology and observance of the latest technical standards is critical. Therefore, the present study aimed to investigate and compare construction method of reinforced concrete cast in-situ walls and slabs with the conventional method of constructing concrete structures using MSP software. Studies show that the integrated wall and ceiling molding technique has been used since the late 1970s in the construction of high-rise residential towers. Currently, integrated wall and ceiling molding system is used as one of the methods in the construction of buildings with load-bearing wall and concrete ceiling. This method brings about improvements in quality, earthquake resistance, reduced run-time, reduced cost, quick return on investment, saving on materials consumption, reduced labor, eco-friendliness, sustainability and longer durability, reduced resource consumption, integrated structure, fire resistance, high flexibility, and employee safety.

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Wu, Wei, and Jing Ji. "Mechanics Analysis and Construction Method of Prestressed Concrete Pipe." Applied Mechanics and Materials 351-352 (August 2013): 30–33. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.30.

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Simulation analysis on prestressed concrete pipe was carried out by using finite element software ANSYS. The internal and external pressure which the pipeline is subject to is simulated in real work process, and deformation and stress distribution of building pipeline structure are got. We have great understanding in the mechanical properties, at the same time give a detailed introduction for the prefabrication and on-site construction process. Three aspects in this paper for analysis, design and construction can provide safe and reliable reference for design and construction of similar pipeline structure.

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Zheng, Hai Chun. "Applying Skill Technology to Aid Cadence Allegro Part Management." Advanced Materials Research 383-390 (November 2011): 4180–83. http://dx.doi.org/10.4028/www.scientific.net/amr.383-390.4180.

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Library construction is a fundamental work in Cadence Allegro’s schematic and PCB (printed circuit board) constructing process. Existing part libraries are normally organized in directory structure. With the increment of the amount of library files, part management becomes slow and error-prone which is carried out on manual basis. A new method is given by designing part management software through applying the SKILL technology to aid Cadence Allegro part management. Application results show that the new method is effective in the library construction.

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Pouchly, V., and K. Maca. "Master sintering curve: A practical approach to its construction." Science of Sintering 42, no. 1 (2010): 25–32. http://dx.doi.org/10.2298/sos1001025p.

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The concept of a Master Sintering Curve (MSC) is a strong tool for optimizing the sintering process. However, constructing the MSC from sintering data involves complicated and time-consuming calculations. A practical method for the construction of a MSC is presented in the paper. With the help of a few dilatometric sintering experiments the newly developed software calculates the MSC and finds the optimal activation energy of a given material. The software, which also enables sintering prediction, was verified by sintering tetragonal and cubic zirconia, and alumina of two different particle sizes.

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Du, Xingliang. "Research on Engineering Project Management Method Based on BIM Technology." Scientific Programming 2021 (July 9, 2021): 1–10. http://dx.doi.org/10.1155/2021/7230585.

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Construction projects require a significant amount of money and other resources in order to carry them out in an effective way. Cost control is a critical step in ensuring the success of the project and increasing its value. Nowadays, the large-scale application of BIM technology has ushered a technical change in the development of construction projects, which has greatly increased the level and efficiency of project management. Due to BIM technology, the construction engineering quality is significantly improved which really helped in obtaining the social and economic benefits. However, the BIM technology in our country is started relatively late and the technical force is not strong enough; then correspondingly, we must deal with many problems in the process of developing and using BIM technology based projects. In view of the fact and to address this issue, this paper establishes a three-dimensional architectural model based on the relevant information and data of the construction project using the BIM technology. The proposed model optimizes the clustering of construction project information data and adaptively configures the whole life cycle process of the construction projects. In addition, the performance of the proposed system has been compared and tested with the other systems as well which shows how good the proposed system is, as compared to the other systems. Further, the proposed model makes the artificial intelligence efficiency of the project management better. The simulation results show that the model not only has good access and query capabilities but also greatly improves the intelligence level of the project management.

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Pengfei, Jiao, Xiao Zhang, Xinzhi Li, Bei Jiang, Bohong Liu, and Haojie Zhang. "Optimization Analysis of Construction Scheme for Large-Span Highway Tunnel Under Complex Conditions." Archives of Civil Engineering 64, no. 4 (December 1, 2018): 55–68. http://dx.doi.org/10.2478/ace-2018-0044.

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AbstractThe construction process of the tunnel ground deformation regularity of surrounding rock, stability, deformation control of tunnel surface based on the requirements, combined with the characteristics of shallow tunnel with large-span. Used three-dimensional numerical simulation software, established a dynamic tunnel analysis program to simulate the construction process of center cross-diagram method and double sidewall drift method. Based on the stratum deformation, supporting force and analysis of plastic zone distribution, comparative analysis of engineering adaptability of different construction methods from the construction process and construction mechanics, get optimization tunnel construction scheme.

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Kungurtsev, Oleksii B., Nataliia O. Novikova, Svitlana L. Zinovatna, and Nataliia O. Komleva. "Automated object-oriented technology for software module development." Applied Aspects of Information Technology 4, no. 4 (December 21, 2021): 338–53. http://dx.doi.org/10.15276/aait.04.2021.4.

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It is shown that most technologies for creating information systems are based on an object-oriented approach and provide for the presentation of functional requirements in the form of use cases. However, there is no general agreement on the format of the use cases and the rules for describing script items. The work has improved the classification of items of use cases basing on the analysis of a great number of existing descriptions from different subject areas. New rules have been introduced and the existing rules have been clarified for describing use cases, which made it possible to further formalize and automate the process of describing use cases. It is also proposed to automate the process of forming a model of program classes by introducing additional information linking the class with use cases. Thus, the programming class model contains significantly more information for coding than the existing models in UML diagrams. A method for constructing a model of program classes has been developed. Methods for the automated description of use cases and the construction of a model of program classes are linked into a single process. The level of information richness of the class model also makes it possible to automate the debugging process associated with changing requirements. Since the decisions made cover most of the steps in the software module creation process, they collectively represent a new technology. The proposed model, methods and technology were implemented in the ModelEditor and UseCaseEditor software products. Approbation of the method for automating the description of use cases demonstrated a decrease in the number of errors compared to the traditional method of describing more than two times, and shortening the time  more than one and a half times. Testing the method for constructing a model of program classes showed its advantage over the existing technology: errors and time reduction  almost one and a half times. The proposed technology can be used in the development of any information systems.

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Martínez, M., S. García-Nieto, J. Sanchis, and X. Blasco. "Genetic algorithms optimization for normalized normal constraint method under Pareto construction." Advances in Engineering Software 40, no. 4 (April 2009): 260–67. http://dx.doi.org/10.1016/j.advengsoft.2008.04.004.

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Han, Lixin, and Guihai Chen. "A fuzzy clustering method of construction of ontology-based user profiles." Advances in Engineering Software 40, no. 7 (July 2009): 535–40. http://dx.doi.org/10.1016/j.advengsoft.2008.10.006.

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Wang, Le, Hong-yu Zhang, Jian-qiang Wang, and Lin Li. "Picture fuzzy normalized projection-based VIKOR method for the risk evaluation of construction project." Applied Soft Computing 64 (March 2018): 216–26. http://dx.doi.org/10.1016/j.asoc.2017.12.014.

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Li, Chun Kui. "Optimization Analysis of Different Excavation Offsets in Railway Pilot Tunnel by CRD Method." Applied Mechanics and Materials 505-506 (January 2014): 134–38. http://dx.doi.org/10.4028/www.scientific.net/amm.505-506.134.

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This paper focuses on the construction of 10 railway pilot tunnels by CRD method in Jiefang Road subway station in Changchun. To achieve the optimal construction offsets during the pilot tunnel excavation, reduce the impacts of group cavern effect, and maximize the production efficiency, the construction model of railway pilot tunnel in subway station was created by the finite difference software Flac3D. The author used the numerical simulation method to analyze the ground surface settlements and the stress variations with three different construction offsets. Then the optimal construction offset was obtained. It could provide a theoretical guidance to the construction of a similar project.

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Bolotin, Sergey, Haitham Bohan, Aldyn-kys Dadar, and Khenzig Biche-ool. "SCHEDULING WORK UNDER INTEGRATED URBAN DEVELOPMENT USING THE METHOD OF UNCERTAIN RESOURCE COEFFICIENTS." Architecture and Engineering 6, no. 4 (December 24, 2021): 34–41. http://dx.doi.org/10.23968/2500-0055-2021-6-4-34-41.

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Introduction: Planning integrated development of a residential area involves determining the composition of the objects to be built and creating an appropriate integration mechanism, backed up by a generalized work schedule. The existing methods of forming integrated work schedules do not use a systemic approach, based on a universal mathematical model, to describe the organizational and technological aspects of construction. Methods: The present study uses the method of uncertain resource coefficients to demonstrate a mechanism for systemically describing organizational and technological construction processes. We present a way of adapting this method to forming a generalized construction schedule during integrated development. The proposed adaptation mechanism is based on managing schedule calculations by rationally influencing the elements of the linear equation system that describes the organizational and technological processes. Results and Discussion: The solutions presented in the paper are fully consistent with the calculations obtained by different flow methods of organizing construction, as well as with the critical path method used in project management programs. The method described in the paper has been implemented in well-known project management software, Microsoft Project, as a macro program in the Visual Basic for Applications programming language, making it possible to form, calculate, and optimize a schedule for integrated territory development using the unified software toolkit.

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Zeng, Gui Xiang. "Application of Digital Simulation Software ANSYS in Rolling Concrete Dams Construction Technology." Materials Science Forum 704-705 (December 2011): 352–57. http://dx.doi.org/10.4028/www.scientific.net/msf.704-705.352.

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Taking a large hydropower station in Xinjiang Autonomous Region as an example, and based on the limited unit method, the structure and seism forces features and response rules of rolling concrete gravity dam under different construction conditions were studied. The purpose for the paper is to understand dam working status under the different design conditions, and to evaluate anti-earthquake safety capability. It is proved that the present findings should play an important significance in the development of rolling concrete dam construction technology. Key words: Rolling Concrete Gravity Dams, Limited Unit Methods, Static Force Analysis, Dynamic Features.

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Tsoulos, Ioannis G., Alexandros Tzallas, and Dimitrios Tsalikakis. "Genetic Feature Construction: a parallel implementation of a genetic programming tool for feature construction." European Journal of Engineering and Technology Research 4, no. 5 (May 6, 2019): 5–11. http://dx.doi.org/10.24018/ejeng.2019.4.5.1272.

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In this paper a parallel implementation of a recently introduced method for feature construction is described. This technique utilizes parallel genetic algorithms along with RBF neural networks to create new features from the original ones by discovering the hidden relations between patterns. The method is tested on series of classification problems from a variety of areas and the results are reported. The accompanied software is written entirely in ANSI C++ using the well established MPI library for parallelization.

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Hu, Pan, and Lai Jiang. "Construction of Virtual Interactive Assembly System." Applied Mechanics and Materials 510 (February 2014): 254–59. http://dx.doi.org/10.4028/www.scientific.net/amm.510.254.

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The paper give a method of construct a virtual interactive training system for assemble equipment based on virtual reality technology in which trainees can experience how to assemble equipments. A new, simple and quick software solution of "modeling software + programming language" is proposed to design the system. After the actual used by trainees, it show that the system has characteristics of good interaction and strong immersion, the process of assemble equipments is realistic, efficient and convenient. Achieved its purpose of assemble equipments training, and it is a preparation and supplement to assemble actual equipments.

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RIMSHIN, V. I., P. S. TRUNTOV, E. S. KETSKO, and I. S. KUZINA. "METHOD OF DETERMINING WIND LOADS AND IMPACTS USING THE SOFTWARE." Building and reconstruction 92, no. 6 (2020): 43–50. http://dx.doi.org/10.33979/2073-7416-2020-92-6-43-50.

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The current study considers a multifunctional high security residential complex. The study was conducted as part of the scientific and technical support for the design of the construction project. The compliance of design and survey documentation with the established requirements is usually a result of scientific and technical support of design. The methodology of determining wind loans and impacts is implemented with the help of a software package named SOFiSTiK. This software is capable of performing computations of stationary and non-stationary wind loans. Aerodynamic coefficients of drag and lateral force, as well as average pressure values were found as a result of applying the methodology in question. Also, patterns of medium pressure propagation on the surface of facade systems and patterns of medium-velocity fields of the complex were determined.

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47

Liu, Yejiao, Ting Teng, Ying Chen, Hui Xing, Yinuo Cui, Peng Zhang, and Puxian Wang. "Research on construction method and information system of double prevention mechanism in iron mine." IOP Conference Series: Earth and Environmental Science 983, no. 1 (February 1, 2022): 012069. http://dx.doi.org/10.1088/1755-1315/983/1/012069.

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Abstract At present, there are many problems in the construction process of the double prevention mechanism in iron mine, such as unclear construction steps, disconnection of construction process, and deviation of construction priorities, et al. Based on the PDCA cycle mode and the improved risk assessment method for working conditions, the construction method of double prevention mechanism in iron mine is analyzed and studied. The yaahp meta-decision software (Analytic Hierarchy Process software) is used to determine the weight of hazardous factors and their corresponding control measures.The concept of “failure frequency” is put forward and the calculation method of accident probability (L) is modified to realize the accurate hierarchical control of accident risk; At the same time, the failure of control measures is defined as “hidden danger”, and then the transmission mechanism of hidden danger investigation and management and risk grading management and control is established.The “Information management system of double prevention mechanism in iron mine” is developed by adopting the B/S structure to realize the informatization of the double prevention mechanism construction. According to the above methods and steps, the double prevention system of iron mine can be reasonably established to effectively identify risks and control hidden dangers and provide favorable guarantee for the safe production of iron ore.

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Jiang, Hua, Liang Tong, and Yang Qiuye Gao. "The Applicable Development of Steel-Construction Process Dynamic Visual Simulation Software." Applied Mechanics and Materials 501-504 (January 2014): 2567–70. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.2567.

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In this paper, steel-trussed bridging method is combined with the whole process of the construction-management project with an aim to develop a visual simulation software, whose database requires a three-dimensional model of dynamic visual simulation. This application can quickly realize the rapid construction of various types of data and retrieval data-management digitization. The software system achieves the management visualization of various types of integrated data, which are easy to use, intuitive to understand. The system is suitable for all types of steel works automation and some refinement of modern construction project management.

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Cheng, Yuqiao, Zhengxin Fu, Bin Yu, and Gang Shen. "General Construction for Extended Visual Cryptography Scheme Using QR Codes." International Journal of Digital Crime and Forensics 11, no. 1 (January 2019): 1–17. http://dx.doi.org/10.4018/ijdcf.2019010101.

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This article describes how a visual cryptography scheme, with one prominent feature—decrypting simply, has attracted much research attention since it was first proposed. However, meaningless shares remain a continuing challenge in the development of VCS. In this article, an extended visual cryptography scheme (EVCS) based on XOR operation is proposed, in which QR codes are utilized as the cover images of shares. By designation, all the shares generated in the scheme can be decoded by standard QR code readers with specific meaning. In addition, to achieve high sharing efficiency, a method of simultaneously sharing a secret QR code among multiple subsets is presented. Also, sufficient and necessary conditions of the method are analyzed with an integer programming model, providing a general construction approach for EVCS under arbitrary access structures.

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Cao, Shiding, Yongli Xie, Wei Tang, Wei Wang, Qianru Zhou, and Aipeng Guo. "Research on Construction Methods for Ultralarge Y-Shaped Tunnel Sections." Mathematical Problems in Engineering 2021 (April 24, 2021): 1–9. http://dx.doi.org/10.1155/2021/9969208.

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Many problems are encountered in the construction of bifurcated tunnels due the abrupt change in section, small clear distance, and large section. Progress in the direction of tunnel construction is limited by the large-span section; therefore, a special method of construction that involves constructing a guiding tunnel first followed by reverse excavation was adopted to construct the large-span bifurcation section of the Liantang tunnel of Shenzhen Eastern Transit Expressway in China. The stability criterion of the surrounding rock of the middle wall in the section of multiple arch and small clear distance is studied by theoretical analysis, and the internal stress and corresponding ultimate strength of the middle wall under different buried depths and widths of the middle wall are calculated by the stability criterion. In this study, 3D finite-difference software was used to simulate the excavation process under forward and reverse excavation conditions. The results show that the displacement field and internal force field distribution are similar for both excavation methods, and the tunneling first and reverse excavation construction method is safe and reliable.

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Journal articles on the topic 'Software construction method'

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