• Title/Summary/Keyword: dynamic software

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Study on effective dynamic page migration using monitoring in a cloud environment (클라우드 환경에서 모니터링을 활용한 효율적인 동적 페이지 마이그레이션 연구)

  • Han, Sangwook;Park, Donghyun;Kim, Eungyeong;Lee, Hwamin
    • Proceedings of the Korea Information Processing Society Conference
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    • 2015.10a
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    • pp.45-48
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    • 2015
  • 클라우드 시스템은 IaaS를 제공하기 위한 핵심기술 이다. 고사양의 자원을 서비스의 형태로 제공 하면서 사용자에게 편의성을 제공하며 사용자들의 개인용 컴퓨터를 더욱더 편하게 사용 할 수 있게끔 한다. 하지만 서비스가 증대됨에 따라 서버의 자원을 관리하는 기술의 중요성도 증가되고 있다. 본 논문에서는 클라우드 서버 자원들의 상태를 모니터링 하여 서버 과부하나 성능저하의 원인을 알아내고, 동적 페이지 마이그레이션을 수행하여 사용자의 불편을 최소로 하는 마이그레이션 구조를 제안한다.

A reinforcement learning-based network path planning scheme for SDN in multi-access edge computing

  • MinJung Kim;Ducsun Lim
    • International journal of advanced smart convergence
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    • v.13 no.2
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    • pp.16-24
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    • 2024
  • With an increase in the relevance of next-generation integrated networking environments, the need to effectively utilize advanced networking techniques also increases. Specifically, integrating Software-Defined Networking (SDN) with Multi-access Edge Computing (MEC) is critical for enhancing network flexibility and addressing challenges such as security vulnerabilities and complex network management. SDN enhances operational flexibility by separating the control and data planes, introducing management complexities. This paper proposes a reinforcement learning-based network path optimization strategy within SDN environments to maximize performance, minimize latency, and optimize resource usage in MEC settings. The proposed Enhanced Proximal Policy Optimization (PPO)-based scheme effectively selects optimal routing paths in dynamic conditions, reducing average delay times to about 60 ms and lowering energy consumption. As the proposed method outperforms conventional schemes, it poses significant practical applications.

Glass powder admixture effect on the dynamic properties of concrete, multi-excitation method

  • Kadik, Abdenour;Boutchicha, Djilali;Bali, Abderrahim;Cherrak, Messaouda
    • Structural Engineering and Mechanics
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    • v.74 no.5
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    • pp.671-678
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    • 2020
  • In this work, the dynamic properties of a high performance concrete containing glass powder (GP) was studied. The GP is a new cementitious material obtained by recycling waste glass presenting pozzolanic activity. This eco-friendly material was incorporated in concrete mixes by replacing 20 and 30% of cement. The mechanical properties of building materials highly affect the response of the structure under dynamic actions. First, the resonant vibration frequencies were measured on concrete plate with free boundary conditions after 14, 28 and 90 curing days by using an alternative vibration monitoring technique. This technique measures the average frequencies of several excitations done at different points of the plate. This approach takes into account the heterogeneity of a material like concrete. So, the results should be more precise and reliable. For measuring the bending and torsion resonant frequencies, as well as the damping ratio. The dynamic properties of material such as dynamic elastic modulus and dynamic shear modulus were determined by modelling the plate on the finite element software ANSYS. Also, the instantaneous aroused frequency method and ultrasound method were used to determine the dynamic elastic modulus for comparison purpose, with the results obtained from vibration monitoring technique.

Development of dynamic behavior of the novel composite T-joints: Numerical and experimental

  • Mokhtari, Madjid;Shahravi, Morteza;Zabihpoor, Mahmood
    • Advances in aircraft and spacecraft science
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    • v.5 no.3
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    • pp.385-400
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    • 2018
  • In this paper dynamic behavior (modal analysis and dynamic transient response) of a novel sandwich T-joint is numerically and experimentally investigated. An epoxy adhesive is selected for bonding purpose and making the step wise graded behavior of adhesive region. The effect of the step graded behavior of the adhesive zone on dynamic behavior of a sandwich T-joint is numerically studied. Finite element analysis (FEA) of the T-joints with carbon fiber reinforced polymer (CFRP) face-sheets is performed by ABAQUS 6.12-1 FEM code software. Modal analysis and dynamic half-sine transient response of the sandwich T-joint are presented in this paper. Two verification processes employed to verify the dynamic modeling of the manufactured sandwich panels and T-joint modeling. It has been shown that the step wise graded adhesive zone cases have changed the second natural frequency by about 5%. Also, it has been shown that the different arranges in the step wise graded adhesive zone significantly affect the maximum stresses due to transient dynamic loading by 1112% decrease in maximum peel stress and 691.9% decrease in maximum shear stress on the adhesive region.

Factors governing dynamic response of steel-foam ceramic protected RC slabs under blast loads

  • Hou, Xiaomeng;Liu, Kunyu;Cao, Shaojun;Rong, Qin
    • Steel and Composite Structures
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    • v.33 no.3
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    • pp.333-346
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    • 2019
  • Foam ceramic materials contribute to the explosion effect weakening on concrete structures, due to the corresponding excellent energy absorption ability. The blast resistance of concrete members could be improved through steel-foam ceramics as protective cladding layers. An approach for the modeling of dynamic response of steel-foam ceramic protected reinforced concrete (Steel-FC-RC) slabs under blast loading was presented with the LS-DYNA software. The orthogonal analysis (five factors with five levels) under three degrees of blast loads was conducted. The influence rankings and trend laws were further analyzed. The dynamic displacement of the slab bottom was significantly reduced by increasing the thickness of steel plate, foam ceramic and RC slab, while the displacement decreased slightly as the steel yield strength and the compressive strength of concrete increased. However, the optimized efficiency of blast resistance decreases with factors increase to higher level. Moreover, an efficient design method was reported based on the orthogonal analysis.

Reliability Analysis system For Network with Dependent Components (종속을 고려한 Network동적 신뢰도 분석 시스템)

  • Yun, Won-Young;Ha, Young-Ju
    • IE interfaces
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    • v.10 no.2
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    • pp.41-50
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    • 1997
  • This paper considers the reliability computation of the network with dependent components and a software system is developed for supporting the reliability analysis and improvement of the system reliability. At first, We propose the common cause failure and load sharing models as the typical models considering the dynamic behaviors of networks with dependent components. Secondly, the algorithm is proposed to obtain the network reliability and reliability importance of component. The software, Delphi, is used to develop the our reliability analysis system.

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3 Leveled Viewed Classification and Definition of Service Type for SOA (3 레벨 관점의 서비스 타입의 분류 및 정의 방법)

  • Choi, Mi-Sook;Lee, Seo-Jeong
    • Journal of Information Technology Services
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    • v.5 no.2
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    • pp.137-153
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    • 2006
  • SOA(Service Oriented Architecture) can be a technique to make compassable software from mapping business service to software component. To support effective SOA, it is important that services have to be defined or classified more independently for dynamic and reusable composition. Several methods have been issued but no ways to defined service granularities, service type or service unit. In this paper we introduce 3 level views, service level, service granularity to reuse effectively. And, we suggest service definition guidelines using them.

A computer-aided design software package for robot manipulators and their controllers (컴퓨터를 이용한 로보트 설계 소프트웨어 팩키지 개발)

  • 오세영;김호연;강영국
    • 제어로봇시스템학회:학술대회논문집
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    • 1986.10a
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    • pp.337-340
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    • 1986
  • A software package CARDS for general purpose robot design, control, and simulation has been developed and is presented here. CARDS (Computer Aided Robot Design and Simulation) consists of a collection of standardized subroutine modules that carry out typical kineamatic, dynamic, and control computations so that the user only needs to write a main program that further defines a particular robot configuration and the task to be performed. It provides users a complete simulation environment, so that it will be a valuable engineering tool for mechanical designers as well as electric control designers.

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UML based Documentation for GLORY Software Architecture (UML을 응용한 GLORY 소프트웨어 아키텍처의 표현)

  • Kung, Sang-Hwan
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.10 no.8
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    • pp.1970-1976
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    • 2009
  • It is more emphasized on the software architecture recently, as the scale of a software becomes huge and the need of the software management becomes more dynamic. Software architecture is a representation of structures of software framework just like the blueprint of building architecture. In order to describe software components and their relationships accurately and entirely, software architecture is documented in some different views, by using of modeling tools. UML(Unified Modeling Language) is a software modeling tool recently used for documentation of software and as well as software architecture. Nevertheless, what we have to agree with is that UML is not easy to use and its standard changed continuously. And also the documentation with UML is found some burden because of its difficulties in learning and using. This inconvenience enforces us to purchase and use commercial tool for UML. The study introduces the architecture views refined from 4+1 Views for architecture design and shows how to represent architecture views for software architecture. Especially, we simplifies UML diagrams for the purpose of focusing on architecture views and facile manipulation. At the end, we add the evaluation on the refined architecture views as well as refined UML diagram.

Dynamic Nonlinear Analysis Model for Reinforced Concrete Elements considering Strain Rate Effects under Repeated Loads (변형율속도를 고려한 반복하중을 받는 철근콘크리트 부재의 동적 비선형 해석모델)

  • 심종성;문일환
    • Proceedings of the Korea Concrete Institute Conference
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    • 1990.04a
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    • pp.78-83
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    • 1990
  • The current analytical techniques for R/C elements under severe dynamic repeated loads, like earthquake or impact, has two major problems; one is that the effects of strain rate are not considered and the other one is the current model was developed based on flexural behavior only. Thus, this study develops a computer software that can idealize the flexural and shear behavior of R/C elements using several parameters and also can consider the effects of strain rate. The analytical results using the developed analytical technique were compared with several experimental results and were generally satisfied.

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