• Title/Summary/Keyword: Support modular

Search Result 105, Processing Time 0.019 seconds

Support Modular System for Sustainable-Perpetual-Modular Road (지속가능한 장수명 모듈러 도로를 위한 지지 모듈러 시스템)

  • Donggyou Kim
    • Journal of the Korean GEO-environmental Society
    • /
    • v.24 no.1
    • /
    • pp.37-44
    • /
    • 2023
  • In this study, the performance of the support modular system, as substructure of the proposed sustainable-perpetual modular road system to reduce road construction time and maintenance costs was evaluated. A modular road system consisting of 4 support modular cross-beams with a lower curved surface was constructed on the test-bed. Six load cells and eight LVDTs were installed in the center part of two cross-beam support modular systems. Two loads, 50kN and 100kN, were applied to 15 points on the pavement slab to measure the load and displacement occurring in the modular road system. The measured displacements were less than 1 mm, so it is considered that there was no problem in the stability of the actual road. When comparing the two applied loads and the measured loads in the field test, it was considered that the load transmitted to the ground under the support modular system is very small. It is considered that the modular road system with the support modular system is applicable to the actual road site.

Enhancing Productivity and Quality in Korean Modular Housing through Smart Factory Integration

  • Youngwoo, KIM;Sunju, KIM
    • The Journal of Economics, Marketing and Management
    • /
    • v.12 no.4
    • /
    • pp.13-25
    • /
    • 2024
  • Purpose: Korea's construction industry has faced declining productivity and quality issues due to labor-intensive onsite construction and variables like weather, material price fluctuations, and labor shortages. The modular housing industry, introduced in Korea in 2003, offered benefits like reduced construction time and enhanced productivity through offsite manufacturing. However, its adoption remains limited due to high costs, quality concerns, and low consumer acceptance. Research Design, Data, and Methodology: This study explores the feasibility and impact of implementing smart factory technologies in the modular housing industry to overcome these barriers. Using survey data from 179 construction industry experts, the study employs frequency and regression analysis to identify key factors influencing the adoption of modular housing and the effectiveness of smart factories. Findings suggest that government-led educational programs and strong policy support are essential for successful implementation, enhancing productivity, reducing costs, and improving quality. Conclusions: The study emphasizes the need for standardization of modular housing, deregulation of relevant laws, and increased public awareness to stimulate market growth and innovation. Policy recommendations include financial support for modular manufacturers transitioning to smart factories, ensuring stable supply volumes, and promoting the benefits of modular housing to consumers. Integrating smart factory technologies can lead to significant advancements in the modular housing industry, contributing to the sustainable development and modernization of Korea's construction sector.

Space Planning of the Health Life Support Center using the Modular Construction Method - Space Unitification and Modularization through Spatial Proximity Analysis of Case Projects - (모듈러 공법을 적용한 건강생활지원센터 공간계획에 관한 연구 - 기존 사례의 공간 근접도 분석을 통한 공간 유닛화와 모듈화 -)

  • Jang, Hwalje;Kwon, Nahyun;Ahn, Yonghan;Ahn, Chiwon
    • Journal of the Architectural Institute of Korea Planning & Design
    • /
    • v.35 no.11
    • /
    • pp.43-52
    • /
    • 2019
  • The purpose of this study is to suggest the use of modular construction method in order to promote the dissemination of the Health Life Support Center of the government, and to suggest the modular unitification and modularization plan for the necessary space data in the initial stage. By analyzing the floor plans of the 50 case projects currently in operation, the 28 required spaces and their spatial proximities are determined. Base on spatial proximities, each space is unitificated into a modular unit and modularized into a modular modules were integrated to modular proposals. As a result of this study, 13 unitificated modular unit floor planes and 3 modularized module floor planes including the staircase unit were proposed. However, future study have needed to study how to apply them to different actual sites and how to reduce cost.

Dynamic numerical analysis of single-support modular bridge expansion joints

  • Yuan, Xinzhe;Li, Ruiqi;Wang, Jian'guo;Yuan, Wancheng
    • Steel and Composite Structures
    • /
    • v.22 no.1
    • /
    • pp.1-12
    • /
    • 2016
  • Severe fatigue and noise problems of modular bridge expansion joints (MBEJs) are often induced by vehicle loads. However, the dynamic characteristics of single-support MBEJs have yet to be further investigated. To better understand the vibration mechanism of single-support MBEJs under vehicle loads, a 3D finite element model of single-support MBEJ with five center beams is built. Successive vehicle loads are given out and the vertical dynamic responses of each center beams are analyzed under the successive loads. Dynamic amplification factors (DAFs) are also calculated along with increasing vehicle velocities from 20 km/h to 120 km/h with an interval 20 km/h. The research reveals the vibration mechanism of the single-support MBEJs considering coupled center beam resonance, which shows that dynamic responses of a given center beam will be influenced by the neighboring center beams due to their rebound after the vehicle wheels depart. Maximal DAF 1.5 appears at 120 km/h on the second center beam. The research results can be utilized for reference in the design, operation and maintenance of single-support MBEJs.

An Analysis of BIM uptake in Each Phase of Modular Construction Projects in Korea (국내 모듈러 건축 프로젝트의 단계별 BIM 활용업무 분석)

  • Lee, Ung-Kyun;Lee, Myungdo
    • Journal of the Regional Association of Architectural Institute of Korea
    • /
    • v.21 no.5
    • /
    • pp.133-140
    • /
    • 2019
  • Building Information Modeling (BIM) and modular construction are regarded as important technologies that could contribute to overcoming the crisis faced by the construction industry. However, BIM uptake in current modular construction projects is limited. Moreover, there are no specific guidelines to support decision-making regarding the application of BIM in modular construction projects. Therefore, this study aims to analyze the possibility for BIM uptake in each phase of modular construction projects in Korea. Initially, the literature detailing on BIM uptake cases in modular construction projects was reviewed. The detailed work and activities for each phase of a modular project were analyzed via a questionnaire targeting domestic modular experts, to derive items requiring improvement due to errors or changes occurring in the actual project. Ten realistic BIM uptake items were derived, reflecting the results of literature review and expert interviews. Then, the BIM uptake items in each phase were analyzed in terms of necessity and efficiency via a second questionnaire using five-point Likert scales. Finally, the BIM utilization index (BIM UI) of the BIM uptake items was suggested as a priority measure. As a result, the BIM UI of "3D coordination" (U2), "design authoring and reviews for off-site fabrication" (U3), and "detailed 3D modeling for off-site fabrication" (U4), were assigned the highest priority. The results of this study can be used as guidelines to support decision-making regarding the application of BIM in modular construction projects.

An investigation into structural behaviour of modular steel scaffolds

  • Yu, W.K.
    • Steel and Composite Structures
    • /
    • v.4 no.3
    • /
    • pp.211-226
    • /
    • 2004
  • This paper presents a study on the structural behaviour of modular steel scaffolds through both experimental and numerical investigations. Three one-storey and three two-storey modular steel scaffolds were built and tested to failure in order to examine the structural behaviour of typical modular steel scaffolds. Details of the tests and their test results were presented in this paper. Moreover, an advanced non-linear analysis method was employed to evaluate the load carrying capacities of these scaffolds under different support conditions. Comparisons between the experimental and the numerical results on the structural behaviour of these modular steel scaffolds were also presented. Moreover, the restraining effects of external supports in practical situations were also studied through finite element methods. The predicted load carrying capacities and deformations at failure of these models under partially restrained conditions were found to be close to the experimental results. A codified design method for column buckling with modified slenderness ratios was adopted for practical design of modular steel scaffolds.

Privacy-preserving Outsourcing Schemes of Modular Exponentiations Using Single Untrusted Cloud Server

  • Zhao, Ling;Zhang, Mingwu;Shen, Hua;Zhang, Yudi;Shen, Jian
    • KSII Transactions on Internet and Information Systems (TIIS)
    • /
    • v.11 no.2
    • /
    • pp.826-845
    • /
    • 2017
  • Outsourcing computation is one of the most important applications in cloud computing, and it has a huge ability to satisfy the demand of data centers. Modular exponentiation computation, broadly used in the cryptographic protocols, has been recognized as one of the most time-consuming calculation operations in cryptosystems. Previously, modular exponentiations can be securely outsourced by using two untrusted cloud servers. In this paper, we present two practical and secure outsourcing modular exponentiations schemes that support only one untrusted cloud server. Explicitly, we make the base and the index blind by putting them into a matrix before send to the cloud server. Our schemes provide better performance in higher efficiency and flexible checkability which support single cloud server. Additionally, there exists another advantage of our schemes that the schemes are proved to be secure and effective without any cryptographic assumptions.

Development of Software Architecture for Modular Personal Robot (모듈형 퍼스널 로봇의 소프트웨어 아키택처 개발)

  • Kim Hong-Seok;Yang Kwang-Woong;Choi Moo-Sung;Won Dae-Heui;Lee Ho-Gil
    • Journal of Institute of Control, Robotics and Systems
    • /
    • v.10 no.12
    • /
    • pp.1264-1270
    • /
    • 2004
  • In this paper, a standard robot design methodology is suggested and a software architecture for modular robot is introduced. The robot is modularized by several functions, and the module is produced according to a standard proposal. Each module requires standard interface for communicate in distributed environments. Software architecture was developed to support distributed component environment, and application development support tools are developed for user convenience. Many robot softwares are developed in a library form so that, they are being used widely robot application software development. Also a device driver was developed for the mostly used sensor and actuator. It is verified that the modular robot can be applied in various fields through guide, errand and guard scenario.

Performance comparison of SVM and neural networks for large-set classification problems (대용량 분류에서 SVM과 신경망의 성능 비교)

  • Lee Jin-Seon;Kim Young-Won;Oh Il-Seok
    • The KIPS Transactions:PartB
    • /
    • v.12B no.1 s.97
    • /
    • pp.25-30
    • /
    • 2005
  • In this paper, we analyzed and compared the performances of modular FFMLP(feedforward multilayer perceptron) and SVUT(Support Vector Machine) for the large-set classification problems. Overall, SVM dominated modular FFMLP in the correct recognition rate and other aspects Additionally, the recognition rate of SVM degraded more slowly than neural network as the number of classes increases. The trend of the recognition rates depending on the rejection rate has been analyzed. The parameter set of SVM(kernel functions and related variables) has been identified for the large-set classification problems.

Design and Performance Evaluation of Support Module for Modular Road System (모듈러 도로시스템을 위한 지지모듈 설계 및 성능평가)

  • Kim, Donggyou
    • Journal of the Korean GEO-environmental Society
    • /
    • v.22 no.12
    • /
    • pp.71-77
    • /
    • 2021
  • As the number of using road in Korea increases, maintenance costs and traffic congestion costs also increase. In order to reduce maintenance cost and time of road, existing long - lived modular road system has been proposed. In this study, the design and performance evaluation of the adaptable support module, which is the substructure of the proposed system, was performed. Two adaptable (Cross-Beam type)support modules were designed and fabricated to determine the load and shape. A adaptable support module was constructed and a static load test was carried out to select the type with better performance. As a result of the load test, the maximum value of the measured earth pressure difference is about 158 kPa and the settlement amount is about 0.032 mm in the two types of adaptable support modules. Based on these results, it is concluded that the performance of the adaptable support module of the bottom curved cross-beam type is better.