• Title/Summary/Keyword: MegaStudy

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Development of Efficient Analytical Model for a Diagrid Mega-Frame Super Tall Building (다이어그리드 메가프레임 초고층 건물을 위한 효율적인 해석모델의 개발)

  • Kim, Hyun-Su;Kang, Joo-Won
    • Journal of Korean Association for Spatial Structures
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    • v.11 no.3
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    • pp.95-103
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    • 2011
  • Among structural systems for complex-shaped tall buildings, diagrid system is widely used because of its structural efficiency and beauty of form. Recently, mega frame is favorably employed as a suitable structural system for skyscrapers because this structural system has sufficient stiffness against the lateral forces by combination of mega members which consist of many columns and girders. Diagrid mega frame system is expected to be promising structural system for future super tall buildings. However, it takes tremendous analysis times and engineer's efforts to predict the structural behavior of tall buildings applied with diagrid mega frame system because the diagrid mega frame structure has significant numbers of elements and nodes. Therefore, efficient analytical method for all buildings applied with diagrid mega frame system has been proposed in this study to reduce the efforts and time required for the analysis and design of diagrid mega frame structure. To this end, an efficient modelling technique using the characteristics of diagrid mega frame structures and an efficient analytical model using minimal DOFs by the matrix condensation method were proposed in this study. Based on the analysis of an example structure, the effectiveness and accuracy of the proposed method have been verified by the comparison between the results of the proposed method and the conventional method.

A Study on Mega-Y Project Innovation Activities (대형 혁신과제 추진방법에 대한 연구)

  • Sung, Su-Gyeong;Kim, Joon-Seok;Byun, Jai-Hyun
    • Journal of Korean Society for Quality Management
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    • v.38 no.4
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    • pp.531-539
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    • 2010
  • Mega-Y project is very important for a company to gain a competitive advantage in markets or to achieve drastic change in the internal processes. It stems from the company strategy and annual management goals or key performance measures, and is proceeded by the cross-functional team. This paper presents the success factors and implementation process of the Mega-Y projects. The implementation process is presented in 5 steps, including project selection, cross-functional team building, establishment of the master plan, development and execution of sub-projects, and project completion. A case study on the cost reduction project of aircraft development is presented to help for the practitioners to deploy the implementation process introduced in this paper.

Preliminary Study on Market Risk Prediction Model for International Construction using Fractal Analysis

  • Moon, Seonghyeon;Kim, Du Yon;Chi, Seokho
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.463-467
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    • 2015
  • Mega-shock means a sporadic event such as the earning shock, which occurred by sudden market changes, and it can cause serious problems of profit loss of international construction projects. Therefore, the early response and prevention by analyzing and predicting the Mega-shock is critical for successful project delivery. This research is preliminary study to develop a prediction model that supports market condition analysis and Mega-shock forecasting. To avoid disadvantages of classic statistical approaches that assume the market factors are linear and independent and thus have limitations to explain complex interrelationship among a range of international market factors, the research team explored the Fractal Theory that can explain self-similarity and recursiveness of construction market changes. The research first found out correlation of the major market factors by statistically analyzing time-series data. The research then conducted a base of the Fractal analysis to distinguish features of fractal from data. The outcome will have potential to contribute to building up a foundation of the early shock warning system for the strategic international project management.

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A Study of Construction Duration Predicting Method for Mega Project (메가프로젝트 사업초기단계 사업기간 예측 방법에 관한 연구)

  • Woo, Yu-Mi;Lee, Seung-Hoon;Lee, Hei-Duck;Seo, Yuong-Chil
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2008.11a
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    • pp.597-600
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    • 2008
  • Recently, Several Mega project are been performing as a multi-dimensional development project in Korea, but some problem has been revealed about deficiency of the history, experience, and skill. A multi-dimensional development project require the technology which can manage mega project to its specific at the level of program management. predicting schedule and schedule management are the most important for mega project, been performing over several years. This research shows the method of predicting and planning schedule in the early stage as a pre-study on developing a technology of schedule management. First of all, it presents the development of database considering the specific of mega project that can accumulate the history of schedule and search the schedule according to the type of single and multi building. Also it suggests the method of prediction schedule by creating scenarios according to owner requirements and cash flow, affecting schedule management in the early stage, and the shortening possibility of schedule duration using CCPM theory.

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Development of Progress Measurement Framework for Mega Construction Project (대규모 건설프로젝트의 진도율 측정 프레임워크 개발에 관한 연구)

  • Ko, Sungjin;Chi, Seokho;Kim, Jinwoo;Song, Junho
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.37 no.2
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    • pp.419-425
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    • 2017
  • Managing mega construction project is a very challenging task due to its large scale and complexity. To deal with the challenge, progress measurement must be estimated reliably and effectively. Many researchers have presented progress measurement methods, but previous studies are limited to single or several types of facilities. Thus, they have difficulties to being applied to mega construction projects that covers multiple facilities. To overcome the limitations, this paper proposes a progress measurement framework considering characteristics of mega construction projects. The framework consists of four phases : development of Work Breakdown Structure, determination of weights of main facilities and sub facilities, and calculation of the integrated progress rate. To validate the proposed approach, a case study of Sejong city in Korea was performed. The results of the case study showed the applicability of the proposed framework and confirmed that it enables to reliably measure progress rate of mega construction projects.

Dynamic Analysis on the Host regional Effects of before and after Mega-Events (메가 이벤트 개최 전후 개최지역에 미치는 효과에 관한 동태적 분석)

  • Park, Bok-Jae;Moon, Young-Soo
    • International Commerce and Information Review
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    • v.17 no.1
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    • pp.289-307
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    • 2015
  • This study was to analyze dynamics of host regional effect in accordance with Mega-events. Yeosu Expo, 2012 was the Mega-event, and dynamic changes in economic indicators such as number of tourists, GRDP, employment rate, and real estate price were analyzed before and after the event. The Mega-event affected positively and increased on the number of tourists. While GRDP affected positively only right before the event, and the employment rate was not significantly affected by the event. The real estate price was increased from the announced time of hosting to the event held, but later decreased. This study suggested the comprehensive method for analyzing the effect of Mega-event and there was a cyclical causality among the result variables.

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Vibration Control of Mega Frame Structures using a Semi-active Tuned Mass Damper (준능동 TMD를 이용한 메가골조구조물의 진동제어)

  • Kim, Hyun-Su;Lee, Dong-Guen
    • Journal of the Earthquake Engineering Society of Korea
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    • v.11 no.2 s.54
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    • pp.57-68
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    • 2007
  • The mega frame system is becoming popular for the design and construction of skyscrapers because this system exhibits structural efficiency by allowing high rigidity of the structure while minimizing the amount of structural materials to be used. Since the mega frame system is usually adopted for super high-rise buildings, the comfort of occupants may be main concerns in the practical application of this system. For the enhancement of the serviceability of mega frame structures, a semi-active tuned mass damper (STMD) is developed in this study. To this end, a Magnetorheological (MR) damper is employed replacing passive damper as a semi-active damper to improve the control effect of a conventional TMD. Since a conventional finite element model of mega frame structures has significant numbers of DOFs, numerical simulation for investigation of control performances of a STMD is impossible by using the full-order model. Therefore, a reduced-order system using minimal DOFs, which can accurately represent the dynamic behavior of a mega frame structure, is proposed in this study through the matrix condensation technique To improve the efficiency of the matrix condensation technique, multi-level matrix condensation technique is proposed using the structural characteristics of mega frame structures. The efficiency and accuracy of the reduced-order control proposed in this study and the control performance of a STMD were verified using example structures.

Efficient Analytical Model of Mega Frame System (초대형 골조시스템의 효율적인 해석모델)

  • Kim Hyun-Su;Kim Seung-Jun;Lee Dong-Guen
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2005.04a
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    • pp.105-112
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    • 2005
  • Recently, Various structural systems for skyscrapers are studied as structures are more higher. The mega frame system of all, which is the structural system developed recently, are considered as a suitable structural system for skyscrapers. This structural system has sufficient stiffness for the lateral forces with mega-columns which consist of many columns and mega-girders which consist of girders with large stiffness or trusses. But there is no efficient analysis method and a design method for it. Therefore, an efficient analytical model, which has only DOFs selected by the user using the matrix condensation technique, is proposed in this study to obtain accurate results in significantly reduced computational time.

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Mock Up Test of High Durable Concrete for Mega Foundation (Mega Foundation용 고내구성 콘크리트의 성능 평가를 위한 Mock Up Test)

  • Woo, Seung-Min;Kim, Kil-Soo;Jun, Sung-Yong;Lee, Joo-Ho;Cho, Sung-Hyun;Kim, Jong-Baek
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.185-186
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    • 2010
  • For Mega foundation, concrete must have high strength and high flowability. Especially in marine environment, concrete durability becomes a significant property. In this study, high durable concrete, under marine environment, was developed. And to estimate its performance, the world's biggest Mock Up test, $4m{\times}4m{\times}4m$ size, was performed.

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IMPLEMENTATION OF TRL TOOLS TO KOREAN NATIONAL CONSTRUCTION AND TRANSPORTATION R&D PROJECTS FOR IMPROVING PRACTICAL USE

  • Namgyun Kim;Byungho An;Jaehong Choi;Hyunseok Lee;Sanghyuk Park;Yeasang Kim
    • International conference on construction engineering and project management
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    • 2013.01a
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    • pp.608-615
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    • 2013
  • The major countries including Korea extend the national investment on R&D and implement the business performance diffusion policy as the knowledge based competition age arrives recently. The necessity for risk management and systematic management system for R&D achievement have been appeared to prevent the failure as the R&D scale becomes larger as it was said. For this matter, the organization such as NASA and DoD in USA defines the Technology Readiness Level (TRL) as a quantitative accomplishment management index and utilize the Technology Readiness Assessment (TRA) system as a criterion. Such tool is evaluated as very effective in the R&D project purposed the practicalization. It is expected that the disadvantage of evaluation system which is oriented to the academic accomplishment in its contents of current research and to contribute greatly to the practicalization of outcomes when such technology readiness level concept is applied to Korean national construction and transportation R&D project. Accordingly, this study analyzed the concept of TRL·TRA, the characteristics and current evaluation management system of Korean national construction and transportation R&D project and suggested the construction and transportation R&D project TRL·TRA performance model to accomplish the practicalization purpose.

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