• Title/Summary/Keyword: Partial Safety Factors

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A Conceptual Framework to Study the Effectiveness of Interface Management in Construction Projects

  • KEERTHANAA, K.;SHANMUGAPRIYA, S.
    • Journal of Construction Engineering and Project Management
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    • v.9 no.3
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    • pp.1-21
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    • 2019
  • The management of mega construction projects which incorporate a large number of stakeholders, technologies, data, work culture etc., is cumbersome. The experts in the construction arena advocate that interface management serves as a precise tool in resolving these conflict points due to the intricate nature of the construction projects. Interface management is a current trending management practice in the construction industry which is also a beneficiary to mega/fast track projects in enhancing the project performance. The main objective of this study is to validate a model for assessing the relationships among interface management, IT applications, project performance & project benefits. The mediating effect of interface management in relationship between project performance & interfacial factors was also investigated. The research model was validated using PLS-SEM (Partial Least Square-Structural Equation Modelling) approach. Data were collected from clients, contractors, consultants in large scale projects through questionnaire survey and smart-PLS software was used to analyse the conceptual model. The research model comprises eleven hypothesis and the significance of these hypothesis were tested using T- statistics values. The research implies that people/participants factor is greatly influenced by interface management with the path coefficient of 0.608 and also enhancement of project's schedule performance due to the interface management is strongly appealing (Path coefficient = 0.711). The results also reveal IT application is significantly associated with interface management practice (Path coefficient =0.723) and also the effect of IT application on project performance (schedule, cost, quality & safety) is successfully mediated through interface management practice. The practical application of this validated model was done through case study. The case study aims at measuring the impact of interface management on interfacial factors and role of interface management in improving the project performance in the construction organisations.

Resistance Model for Reliability Analysis of Existing Steel Girder Bridges (강거더 교량의 신뢰성해석을 위한 저항모델 개발)

  • Eom, Jun Sik
    • Journal of Applied Reliability
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    • v.13 no.4
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    • pp.241-252
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    • 2013
  • Because of financial and safety concerns, there are needs for more accurate prediction of bridge behavior. Underestimation of the bridge load carrying capacity can have serious economic consequences, as deficient bridges must be repaired or rehabilitated. Therefore, the knowledge of the actual bridge behavior under live load may lead to a more realistic calculation of the load carrying capacity and eventually this may allow for more bridges to remain in service with or without minor repairs. The presented research is focused on the reliability evaluation of the actual load carrying capacity of existing bridges based on the field testing. Seventeen existing bridges were tested under truck load to confirm their adequacy of reliability. The actual response of existing bridge structures under live load is measured. Reliability analysis is performed on the selected representative bridges designed in accordance with AASHTO codes for bridge component (girder). Bridges are first evaluated based on the code specified values and design resistance. However, after the field testing program, it is possible to apply the experimental results into the bridge reliability evaluation procedures. Therefore, the actual response of bridge structures, including unintentional composite action, partial fixity of supports, and contribution of nonstructural members are considered in the bridge reliability evaluation. The girder distribution factors obtained from the tests are also applied in the reliability calculation. The results indicate that the reliability indices of selected bridges can be significantly increased by reducing uncertainties without sacrificing the safety of structures, by including the result of field measurement data into calculation.

A Case Study on the Evaluation of Residential Performance for Deteriorated Multi-family Housing (노후공동주택의 거주성능 평가에 관한 사례 연구)

  • Hyun Taek-Soo;Lee Byung-Tae
    • Journal of the Korean housing association
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    • v.17 no.2
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    • pp.77-85
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    • 2006
  • This study aims to propose the comprehensive evaluation of performance multi-family housing. Most of the existing studies for the reproduction have evaluated by the safety of structure. Therefore those pass over the functional factors which is important for the evaluation of residential qualities. This study represents that the reproduction renovation should not be secured the safety of structure but established the quality of lift. And questionnaire asking expert's opinion also supplemented. As a result, the item for examination and the weight for evaluation are suggested in functional deterioration. The results of this study are summarized as follows: 1. Existent redevelopment criteria are not appropriate to decide the environmental comfort, the vital function of housing and the residential management finance. 2. The future criteria have to evaluate the existing environmental comfort, be reconstructed to put first general deterioration. 3. Evaluation elements was extracted throughout the document research, evaluation elements analysis system was separated in residential area, suburb of dwellings, community, and housing complexity environmental assesment, 4. Each category of influence ratio was extracted to assess total deterioration throughout the expert question survey. 5. Each category analysed (1) $0{\sim}30%$: function is good (unnecessary to improve) (2) $31{\sim}40%$: average (necessary of partial improvement) (3) $41{\sim}59%$: bad (necessary of total improvement) (4) $60{\sim}100%$: the worst (unable to improve throughout the repair)

Study on the Effect of Life Safety Awareness and Safety Behaviors of Fire Professional Engineers on Life Safety (소방기술사의 안전의식, 안전행동과 인명안전과의 관계 연구)

  • Kim, Myung-Cheol;Ko, Han-Mog;Park, Jae-Kwan;Seo, Hae-Yeol;Yu, Byoung-Sun;Yoo, Chang-Bum;Youn, Hae-Kwon;Joo, Seung-Ho
    • Fire Science and Engineering
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    • v.32 no.5
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    • pp.112-121
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    • 2018
  • In the present study, a group of subjects consisting of "Fire Professional Engineers" was selected to examine the effects of life safety awareness and safety behaviors of the subjects on life safety through an analyses of the descriptive statistics, factors, reliability, and correlation; simple regression and three-stage regression analyses on mediation were also carried out based on the hypotheses developed. The results showed that the degree of safety behavior increased by 72.1% in accordance with the increased safety awareness of fire professional engineers; the life safety was also increased by 61.5% and 64.5% by the increases in safety awareness and safety behavior of fire professional engineers, respectively. In addition, the safety behaviors demonstrated a partial mediatory effect in the relationship between safety awareness and life safety. All hypotheses (H1, H2, H3, H4), established for the present study, were accepted based on statistical verifications that justified an amendment of the Acts pertinent to firefighting service focusing on life safety; the data are expected to be exploited to reflect significance of life safety.

A Proposal for Strength Formula of Web Crippling in Trapezoidal Sheeting (데크플레이트의 웨브국부좌굴에 관한 내력식 제안)

  • Shin, Tae Song
    • Journal of Korean Society of Steel Construction
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    • v.13 no.6
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    • pp.641-649
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    • 2001
  • It is proposed in this paper the practical load carrying capacity formula for web crippling in trapezoidal sheeting (deckplate). The parameter functions are derived by investigation of the major parameters influencing of load carrying capacity based on the existing theoretical research with experiment analogical interpretation model. The simple strength formula is proposed in analytic comparison of each parameters with the existing experimental data. From statistical evaluations due to Annex Z of Eurocode 3 the partial safety resistance factors ${\gamma}_M$ are calculated and compared with the target value of 1.1.

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A Study of Authentication Algorithm in Electronic Commerce (전자상거래에서의 인증 알고리즘에 관한 연구)

  • Kim Young-Sun
    • Management & Information Systems Review
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    • v.6
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    • pp.1-19
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    • 2001
  • Partial transactions which use computer networks are formed in the cyberspace due to rapid progress of communication and computer technology. Electronic business transactions have security problems according to the special quality of opening networks, while it can be approached easily by anyone without being tied to time and places through Internets. To revitalize the electronic business transactions, security technology which can establish its security and trust is the prior task and both safe information communication and better information security service offer are essential factors. The method to exchange information through Internets must be made after confirming one another's exact connection in the mutual identity certification to prevent a lot of threat which can occur in the use of password techniques. To satisfy these electronic business transactions, we intend to increase understanding of authentication algorithm provided with authentication function of messages and users as well to plan safety and trust of business information and contents in the electronic business transactions.

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A Study on Establishment of Discrimination Model of Big Traffic Accident (대형교통사고 판별모델 구축에 관한 연구)

  • 고상선;이원규;배기목;노유진
    • Journal of Korean Port Research
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    • v.13 no.1
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    • pp.101-112
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    • 1999
  • Traffic accidents increase with the increase of the vehicles in operation on the street. Especially big traffic accidents composed of over 3 killed or 20 injured accidents with the property damage become one of the serious problems to be solved in most of the cities. The purpose of this study is to build the discrimination model on big traffic accidents using the Quantification II theory for establishing the countermeasures to reduce the big traffic accidents. The results are summarized as follows. 1)The existing traffic accident related model could not explain the phenomena of the current traffic accident appropriately. 2) Based on the big traffic accident types vehicle-vehicle, vehicle-alone, vehicle-pedestrian and vehicle-train accident rates 73%, 20.5% 5.6% and two cases respectively. Based on the law violation types safety driving non-fulfillment center line invasion excess speed and signal disobedience were 48.8%, 38.1% 2.8% and 2.8% respectively. 3) Based on the law violation types major factors in big traffic accidents were road and environment, human, and vehicle in order. Those factors were vehicle, road and environment, and human in order based on types of injured driver’s death. 4) Based on the law violation types total hitting and correlation rates of the model were 53.57% and 0.97853. Based on the types of injured driver’s death total hitting and correlation rates of the model were also 71.4% and 0.59583.

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CONTAMINANT LEACHABILITY FROM UTILIZED WASTES IN GEOSYSTEMS

  • Inyang Hilary I.
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2005.10a
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    • pp.5-21
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    • 2005
  • Urbanization rates of population range from about 1% in the developed countries to about 4% in developing countries. For a global population that may reach 10 billion within the next 40 years, pressure has arisen for an increase in the large-scale use of wastes and byproducts in construction. Ironically, most of the wastes that need to be recycled are generated in large cities where the need for constructed facilities to serve large population is high. Waste and recycled materials (WRM) that are used in construction are required to satisfy material strength, durability and contaminant teachability requirements. These materials exhibit a wide variety of characteristics owing to the diversity of industrial processes through which they are produced. Several laboratory-based investigations have been conducted to assess the pollution potential and load bearing capacity of materials such as petroleum-contaminated soils, coal combustion ash, flue-gas desulphurization gypsum and foundry sand. For full-scale systems, although environmental pollution potential and structural integrity of constructed facilities that incorporate WRM are interrelated, comprehensive schemes have not been developed for integrated assessment of the relevant field-scale performance factors. In this presentation, a framework for such an assessment is proposed and presented in the form of a flowchart. The proposed scheme enables economic, environmental, worker safety and engineering factors to be addressed in a number of sequential steps. Quantitative methods and test protocols that have been developed can be incorporated into the proposed scheme for assessing the feasibility of using WRM as partial or full substitutes for earthen highway materials in the field.

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Analysis on the Diffusion and the Intention to Use among Technology Adopter Categories (수용자 집단별 혁신제품 확산 및 지속사용의도에 대한 영향)

  • Han, Sangyun;Bae, Sung Joo;Park, Se-Bum;Ma, Eunjung;Han, Hena
    • Journal of Information Technology Services
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    • v.13 no.3
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    • pp.25-50
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    • 2014
  • The purpose of this study is to examine factors affecting the diffusion and the intention to use, and how these factors differ among adopter categories. A survey was done to analyze the diffusion of smart-phone, the most popular and innovative product nowdays. We collected 197 survey questionnaires from smart-phone user and analyzed the data using SPSS 18.0 and Smart PLS 2.0. PLS (Partial Least Square) analysis was implemented before multiple group-innovator, early adopter, eraly majority- analysis which is categoriezed by Innovation Diffusion Model of Rogers (1995). The results show that firstly, in innovator group (n=63), the functional and the safety value have significantly positive effect on user satisfaction. In addition, we found that user satisfaction and the brand loyalty are significatly associated with the intention of use. Secondly, in early adopter group (n = 67), the design value has significantly positive effect on user satisfaction and it has significantly positive effect on brand loyalty. Finally, in early majority group (n = 67), the design value has significantly positive effect on the user satisfaction and it has stronger effect on the intention of use and brand loyalty. We conclude this paper with the implication of this study to both academia, business practice, and policy making.

A Study on Effect of Service Characteristic Factors of Theme Park on Customer Satisfaction and Revisit Intention (테마파크의 서비스 특성 요인이 관람객의 만족과 재방문의도에 미치는 영향에 관한 연구)

  • Wang, Xiaolei;Kim, Yeonggil;Park, Jeong Soo
    • Journal of Service Research and Studies
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    • v.10 no.2
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    • pp.43-57
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    • 2020
  • This study aims to verify whether service characteristic factors of theme park, consisting of ease of access, convenience of service, diversity of events and safety of facilities have positive effect on customer satisfaction and, in turn, customer satisfaction on intention of revisit for customers. We conducted surveys on 317 customers having experiences of visiting domestic theme parks and obtained the results that three factors except ease of access have positive effect on customer satisfaction and customer satisfaction on intention of revisit. As the further analysis, we checked if customer satisfaction has positive moderating effect on the relationship between four service characteristic factors and intention of revisit. We found that diversity of events and safety of facilities have full moderating effect and convenience of service partial moderating effect, while ease of access has not that effect, which offer implication that theme parks have to make more effort and investments related to diversity of events and safety of facilities to increase possibility of customer revisit.