• Title/Summary/Keyword: construction cost estimation

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Analysis of Human Reliability Using Industrial Accidents Data (산업 재해 데이터에 의한 인간신뢰성 분석)

  • Jeong, Won;Seo, Seung-Rok;Im, Wan-Hui
    • Journal of the Ergonomics Society of Korea
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    • v.17 no.3
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    • pp.117-126
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    • 1998
  • Safety aspect in the manufacturing facility or at the construction site is increasingly emphasized in Korea for last a decade. As a result, the number of industrial accident is decreased slowly by improving the reliability of equipments and human performance through organizational efforts. This paper proposes a mathematical model to estimate and predict the human reliability level corresponding to the worker's job experience. For this purpose, we used the statistics of industrial accidents issued by the Department of Labor in the years of 94-96. The methodology developed in this research will provide a basis for better cost estimation in planning labor policy in the early stage of a project. We believe that this effort would eventually lead to a basis for a new approach to the safety planning.

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A Study on the Construction Methodology of Preventive Maintenance System for Urban Transit (도시철도 유지보수 예방정비체계 구축 방법론에 관한 연구)

  • 이호용;한석윤;박기준;배철호;서명원
    • Journal of the Korean Society for Railway
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    • v.7 no.3
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    • pp.245-250
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    • 2004
  • The safety of staff, customers and of general Public in general viewed as one of the most important requirements in the urban transit. The maintenance computerization system for car of urban transit is a part of standardization and development of urban transit system, and We have been performed the establishment of maintenance computerization system from 2001 to 2005. The RAMS (reliability, availability, maintainability and safety) estimation for maintenance computerization system are utilized in a variety of computerization system for user's convenience and safety in maintenance. Ever since its inception though, the urban transit has searched for ways to improve reliability, availability, maintainability and safety of the railway subsystem. Provision of a reliable maintenance system include RAMS of the vehicles plays a very important role in achieving a safe system.

A Study on the Reliability Evaluation of Start-up Power Supply in Fossil Power Plant by Minimal Cut-Set Method (최소 컷셋법에 의한 화력발전소 기동전원의 신뢰도 예측에 관한 연구)

  • Choe, Gyu-Sik
    • The Transactions of the Korean Institute of Electrical Engineers A
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    • v.48 no.4
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    • pp.358-364
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    • 1999
  • The auxiliary transformers or start-up/stand-by transformer(s) are installed against the start-up and shut-down of generator and emergency status in fossil power plant. The on-site power supply configuration using these transformers must be determined, considering configuration requirements, site characteristics, reliability and availability severely because it is remarkably important for safety and ecfonomy of plant. The auxiliary or start-up/stand-by power supply configuration has been determined considering only safety requirements and construction cost until now in Korea. This paper presents general theorems for the reliability estimation and proposes 2-unit based 4 alternatives for the start-up power supply stystem of 500㎿ standardized fossil power plant. The reliability and unavailability of equipment, system and configuration are determined using minimal cut-set methodology. The optimized plan of 4 alternatives is determined based on this ultimate reliability and unavailability.

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Prediction of Aerodynamic Coefficients of Bridges Using Computational Fluid Dynamics (전산유체역학 해석에 의한 교량 단면의 공력 특성값 추정)

  • Hong, Young-Kil
    • Journal of the Korean Society of Safety
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    • v.28 no.1
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    • pp.57-62
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    • 2013
  • Aerodynamic characteristics of cross section shape is an important parameter for the wind response and structural stability of long span bridges. Numerical simulation methods have been introduced to estimate the aerodynamic characteristics for more detailed flow analysis and cost saving in place of existing wind tunnel experiment. In this study, the computational fluid dynamics(CFD) simulation and large eddy simulation( LES) technique were used to estimate lift, drag and moment coefficients of four cross sections. The Strouhal numbers were also determined by the fast Fourier transform of time series of the lift coefficient. The values from simulations and references were in a good agreement with average difference of 16.7% in coefficients and 8.5% in the Strouhal numbers. The success of the simulations is expected to attribute to the practical use of numerical estimation in construction engineering and wind load analysis.

A LSTM-based method for intelligent prediction on mechanical response of precast nodular piles

  • Chen, Xiao-Xiao;Zhan, Chang-Sheng;Lu, Sheng-Liang
    • Smart Structures and Systems
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    • v.30 no.2
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    • pp.209-219
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    • 2022
  • The determination for bearing capacity of precast nodular piles is conventionally time-consuming and high-cost by using numerous experiments and empirical methods. This study proposes an intelligent method to evaluate the bearing capacity and shaft resistance of the nodular piles with high efficiency based on long short-term memory (LSTM) approach. A series of field tests are first designed to measure the axial force, shaft resistance and displacement of the combined nodular piles under different loadings, in comparison with the single pre-stressed high-strength concrete piles. The test results confirm that the combined nodular piles could provide larger ultimate bearing capacity (more than 100%) than the single pre-stressed high-strength concrete piles. Both the LSTM-based method and empirical methods are used to calculate the shift resistance of the combined nodular piles. The results show that the LSTM-based method has a high-precision estimation on shaft resistance, not only for the ultimate load but also for the working load.

A Study on the Estimation of Occupational Safety and Health Expense Rate by Safety Environment Change in Construction Industry (건설산업의 안전 환경 변화에 따른 산업안전보건 관리비 적정요율 산정에 관한 연구)

  • Oh, Se-Wook;Kim, Young-Suk;Choi, Seung-Ho;Choi, Jin-Woo
    • Korean Journal of Construction Engineering and Management
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    • v.14 no.4
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    • pp.97-107
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    • 2013
  • Occupational safety and health management expense in construction industry means the monetary amount that the purchaser appropriates to prevent various disaster from happening during the construction period by setting aside a certain amount from subcontract based on the construction type and scale. The current appropriation standard of the Ministry of Employment and Labor has been enforced since its stipulation in 1988 although various policy changes for the safety in construction industry, e.g. the development of occupational safety management techniques in construction industry, changes in construction field site environment, cost depreciation, etc., are happening in Korea and overseas. Therefore, it is required at this point to examine whether the current occupational safety and health management expense appropriation is proper or not on the basis of time trend and the changes in the construction industry environment. Accordingly, this study aims at investigating the appropriation of occupational safety and health management expense for construction industry by the construction type and target expense in response to current construction industry environment and proposing the proper appropriation. The above research result proposes the calibration of the appropriation as specified and stipulated by the Ministry of Employment and Labor by the construction type and target expense, which is necessary to reflect the actual condition of the current construction industry environment.

An analysis of excavation cycle time for Korean tunnels and the comparison with the Standard of Construction Estimate (국내터널 굴착 사이클타임에 대한 분석결과와 표준품셈과의 비교)

  • Kim, Yangkyun;Kim, Hyung-Mok;Lee, Sean S.
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.21 no.1
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    • pp.137-153
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    • 2019
  • Estimating tunnel construction time and costs are the most fundamental part of a tunnel project planning, which has been generally assessed on a deterministic basis until now. In this paper, excavation cycle time was investigated for two road tunnels and one subway tunnel, and the results were compared with the Standard of Construction Estimate (SE), which is made for the estimation of construction time and cost in a design stage. The results show that the difference in cycle time between SE and actual cycle time is 50%, 7% and 31% respectively for the three tunnels, which means that SE does not reflect practical operation time. The major reasons of the difference are skilled level of tunneling workers, the change of operation sequences for more effective operations, much more complicated working atmosphere in a tunnel than the assumption of SE etc. Finally, even though the results can not be generalized since investigated tunnels are only 3, but it is thought that SE needs to be upgraded into the model able to consider quite common situations through additional tunnel investigation and studies in the future.

Seismic Performance Evaluation and Economic Analysis of 5-Story RC Moment-Resisting Frames (5층 철근콘크리트 모멘트-저항골조 구조물의 내진성능 평가 및 공사원가 분석)

  • Kang, Suk-Bong;Kim, Sungdae;Park, Eu-Su;Oh, Sangmuk;Son, Kiyoung
    • Journal of the Korea Institute of Building Construction
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    • v.15 no.6
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    • pp.569-577
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    • 2015
  • Recently, the concept of seismic design has changed from prescriptive to performance based design. For the performance based design with the specified target performance of the structure, it is necessary to execute the inelastic structural analysis to predict precisely the actual behavior of the structure. To address this issue, the seismic performance of the 5-story RC moment-resisting frames designed in accordance with KBC2009 is evaluated through push-over analysis and economic analysis is conducted focused on the direct construction costs. The results show that the ordinary and the intermediate moment-resisting frame are evaluated to meet the required performance design criteria and that the direct construction costs of the two frames are similar. However, although the special moment-resisting frame designed with strong column-weak girder philosophy satisfies the required performance design criteria, the direct construction cost is uneconomical compared with other frames. Therefore, although the intermediate moment-resisting frame of design category D is prohibited in IBC2012, the ordinary and the intermediate moment-resisting frame are estimated to be more reasonable than the special moment-resisting frame for the design of 5-story RC moment-resisting frame.

The Survey for Successful Operation of the BTL Projects (BTL사업의 성공적 수행을 위한 설문조사 연구)

  • Ahn, Yong-Sun;Shim, Un-Jun;Jang, Gang-Hun
    • Journal of the Korea Institute of Building Construction
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    • v.11 no.1
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    • pp.19-27
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    • 2011
  • The capital of investment of SOC projects is too large to be taken charge of a country. The government introduces the private investment like a BTL project because of the limited national resources. However, even the company which wants order constructions, do not consider the fundamentals such as accurate estimation, capability of construction company and construction period. The purpose of the research is to suggest the basic influential factors for obtaining a BTL project and offers the concludes for the successful operation after the contract. The result of the research is followed. 54 effect successful factors are compressed into 11 principle factors by analysis on those 54 factors, CSFs of BTL business are constructed. Regression analysis is induced by variable of primary success factors and success degree, and derives the influence degree of effect successful factors in business. Regression analysis that is mentioned above showed considerable issues from importance of primary factors, prime cost fluctuation factors and comparison of management-level. So this study could suggest the effective operate plan of BTL business.

Case Study of Smart Phone GPS Sensor-based Earthwork Monitoring and Simulation (스마트폰 GPS 센서 기반의 토공 공정 모니터링 및 시뮬레이션 활용 사례연구)

  • Jo, Hyeon-Seok;Yun, Chung-Bae;Park, Ji-Hyeon;Han, Sang Uk
    • Journal of KIBIM
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    • v.12 no.4
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    • pp.61-69
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    • 2022
  • Earthmoving operations account for approximately 25% of construction cost, generally executed prior to the construction of buildings and structures with heavy equipment. For the successful completion of earthwork projects, it is crucial to constantly monitor earthwork equipment (e.g., trucks), estimate productivity, and optimize the construction process and equipment on a construction site. Traditional methods however require time-consuming and painstaking tasks for the manual observations of the ongoing field operations. This study proposed the use of a GPS sensor embedded in a smartphone for the tracking and visualization of equipment locations, which are in turn used for the estimation and simulation of cycle times and production rates of ongoing earthwork. This approach is implemented into a digital platform enabling real-time data collection and simulation, particularly in a 2D (e.g., maps) or 3D (e.g., point clouds) virtual environment where the spatial and temporal flows of trucks are visualized. In the case study, the digital platform is applied for an earthmoving operation at the site development work of commercial factories. The results demonstrate that the production rates of various equipment usage scenarios (e.g., the different numbers of trucks) can be estimated through simulation, and then, the optimal number of tucks for the equipment fleet can be determined, thus supporting the practical potential of real-time sensing and simulation for onsite equipment management.