• Title/Summary/Keyword: 관계관리강도

Search Result 303, Processing Time 0.028 seconds

Effect of Construction Officials' Perception of Risk on Work Environment and Safety Culture (건설관계자의 위험인식이 작업환경과 안전문화에 미치는영향)

  • Kim, Yeon-Gun;Shin, Yeon-Cheol;Moon, Yoo-Mi
    • Proceedings of the Korean Society of Disaster Information Conference
    • /
    • 2023.11a
    • /
    • pp.97-98
    • /
    • 2023
  • 본 연구에서는 건설현장 관계자들을 대상으로 위험인식이 작업환경과 안전문화에 미치는 영향관계를 확인하였다. 또한, 안전관리활동과 공사기간이 안전문화에 미치는 영향을 분석하였다. 주요 결과는 다음과 같다. 첫째, 위험인식은 작업환경에 영향을 미치는 것으로 나타났으며, 둘째, 작업환경은 안전문화에 영향을 미치지 않았다. 셋째, 안전관리 활동은 안전문화에 영향을 미치지 않았으며, 넷째, 공사기간은 안전문화에 영향을 미치는 것으로 분석되었다. 또한, 안전관리 활동과 위험인식 간의 상관관계는 r=.61로, 위험인식과 공사기간은 r=.71로 안전관리 활동과 공사기간의 상관관계는 r=.59로 관계의 강도를 확인하였다.

  • PDF

Assessment of Shear Strength Parameter for Weathered Soils Using Artificial Neural Network (인공신경망을 이용한 풍화토의 강도정수 산정)

  • Lee, Moo-Cheol;Lee, Song
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.12 no.3
    • /
    • pp.147-154
    • /
    • 2008
  • Weathered soil slope loses its shear strength if it is exposed in the air for a long time or in contact with water. And this kind of strength loss is remarkable in dam slope which has very big difference in water level according to the season. In this study, shear strength loss of weathered soil due to saturation had been found out through dryness and wetness repetition direct shear test. Also relation between penetration blow number(Nc) and shear strength parameter had been found out through small sized dynamic cone penetration test device and the correlation equation of Nc had been proposed through artificial neural network analysis to estimate shear strength parameter easily.

Customer-Brand Relationship Quality and Relationship Strength (서비스 브랜드경험이 소비자-브랜드 관계의 질 및 관계강도에 미치는 영향)

  • Kim, Youn Hwan
    • Management & Information Systems Review
    • /
    • v.32 no.4
    • /
    • pp.225-254
    • /
    • 2013
  • This research tries to examine the effect of brand experience in service marketing perspective for generalized application. The analysis was held with customers who recently visited in retail stores by using SPSS18K and Smart PLS 2.0. The study verified the structural equation model hypothesizing the relationship among brand experience, relationship quality, and relationship strength. According to the result of this study, four brand experience factors have positive effect on the relationship quality. In detail, the effect of sensory experience was strongest. Furthermore, the effect of relationship quality on relationship strength also significant as prior researches addressed. The research has several marketing implication on brand experience management and customer relationship management. For service firms, customers' perception of positive brand experience can generate the tangible and intangible performance in the relationship marketing perspectives.

  • PDF

A Study on the Development of Strength Prediction Model and Strength Control for Construction Field by Maturity Method (적산온도 방법에 의한 강도예측모델 개발 및 건설생산현장에서의 강도관리에 관한 연구)

  • Kim, Moo-Han;Jang, Jong-Ho;Nam, Jae-Hyun;Khil, Bae-Su;Kang, Suk-Pyo
    • Journal of the Korea Concrete Institute
    • /
    • v.15 no.1
    • /
    • pp.87-94
    • /
    • 2003
  • Construction plan and strength control have limitations in construction production field because it is difficult to predict the form removal strength and development of specified concrete strength. However, we can have reasonable construction plan and strength control if prediction of concrete strength is available. In this study, firstly, the newly proposed strength prediction model with maturity method was compared with the logistic model to test the adaptability. Secondly, the determination of time of form removal was verified through the new strength prediction model. As the results, it is found that investigation of the activation energy that are used to calculate equivalent age is necessary, and new strength prediction model was proved to be more accurate in the strength prediction than logistic model in the early age. Moreover, the use of new model was more reasonable because it has low SSE and high decisive factor. If we adopt new strength prediction model at construction field, we can expect the reduced period of work through the reduced time of form removal.

Management Guideline of Trail in National Park Using Analysis of Excercise Load - At Soraksan Nat'l Park and Kyeryongsan Nat'l Park - (운동강도 평가를 이용한 국립공원 등산로의 관리대책 - 설악산국립공원과 계룡산국립공원을 대상으로 -)

  • 이준우;박범진
    • Korean Journal of Environment and Ecology
    • /
    • v.11 no.4
    • /
    • pp.469-479
    • /
    • 1998
  • This study was aimed to predicting the exercise load in mountain climbing related physical condition of trail, and to propose a capability of user management. It appeared that exercise load in mountain climbing was mainly influenced by the slope of trail and weight of load. It thought that the trails of steep area could be controled the use of person who have a low athletic power as a propose the exercise load index by age.

  • PDF

THE CHARACTERISTICS OF WEB BREAKS IN WEB-OFFSET PRINTING (윤전지절특성연구)

  • 이재수;전성재
    • Proceedings of the Korean Printing Society Conference
    • /
    • 1995.11a
    • /
    • pp.4-8
    • /
    • 1995
  • 본 실험에서는 최근 급 신장된 국내신문인쇄의 윤전지절에 관해 지절발생수준 및 원인에 관해 분석하였다. 국내 신문사의 윤전지절 발생수준은 구미수준이며, 자동계지 (Autopasting)시 지절이 많았다. 전체적으로 국내 신문인쇄정비기술 및 장력수준은 양호하나 전기적친 정비기술, 신문사란 통일된 관리기법이 요구된다. 종이물성측면에서 기존의 인장, 인열강도 등의 관리로는 미소의 상관성 또는 부분상관성으로 전체적인 지절예측에는 한계가 있으며, 인열강도를 현실성있게 표현한 Fracture Toughness(FT)가 상관관계가 있음을 보여주었다. 또한 마찰계수 역시 지절상관성이 기대되는 물성임을 알 수 있었다. 윤전지절은 인쇄기의 불안정과 종이결함이 복합된 결과로 인쇄기의 안정성유지와 종이의 결함을 최소화하는 것이 필요하다. FT와 마찰계수를 이용한 관리기법으로 지료조성 및 펄프의 개질, 초지공정에 응용하여 최적강도 포인트를 찾아야 할 것이다.

  • PDF

Applicability of Impact-Echo Method for Assessment of Residual Strength of Fire-Damaged Concrete (화해된 콘크리트의 잔존 강도 평가에 있어서 충격-반향 기법의 적용성)

  • Shin, Sung-Woo;Kim, Seung-Yong;Kim, Jeong-Su
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.17 no.5
    • /
    • pp.105-112
    • /
    • 2013
  • In this study, the applicability of impact-echo method for assessment of residual strength of fire-damaged concrete is investigated. A series of standard fire test is performed to obtain fire-damaged concrete specimens. Impact-echo tests are executed on the specimens and the responses are analyzed. Compressive strengths of the fire-damaged concrete are evaluated and correlated with the ultrasonic wave velocities determined from the impact-echo responses. The effectiveness of impact-echo based ultrasonic wave velocity measurement for assessment of residual strength of fire-damaged concrete is discussed.

Estimation of Nondestructive Strength Equations Based on the Results of In-situ Concrete Strength for Existing Bridges (국내 교량의 현장 코어강도를 활용한 개선된 비파괴강도 추정식 제안)

  • Kim, Hun-Kyom
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.22 no.2
    • /
    • pp.98-104
    • /
    • 2018
  • Nondestructive strength Equations are commonly used to determine the strength of concrete. However, the application of the existing equations may include many errors because this method is proposed on the basis of limited experimental parameters while actual bridges have various parameters such as conditions of concrete mixtures, properties of concrete strength, etc. Also, the error among the existing equations causes the confusion when engineers select the proper estimation equation for the concerned bridge. In this study, a series of the field inspection and the test have been performed on 297 existing bridges, in order to evaluate the bridges, based on the test results of the in-depth inspection, and the estimated strengths by means of the nondestructive strength equations are analyzed and compared with results of the core specimen strengths. According to results of analyses, the nondestructive strength equation proposed by CNDT Committee of Architectural Institute of Japan had high relationship with core strength. However, the strengths predicted by this equation, are underestimated when concrete's strengths are over 30 MPa, otherwise, they are overestimated. Also in this paper, based on the relationship between the estimated nondestructive concrete strengths and the core specimen strengths the modified strength equation through simple correlation analysis is proposed.

The relationship between major satisfaction and adjustment following physical activity level of university students (대학생의 신체활동량에 따른 전공만족도와 대학생활적응과의 관계)

  • Kim, Chang-Hwan;Song, Young-Eun
    • Journal of the Korean Applied Science and Technology
    • /
    • v.38 no.2
    • /
    • pp.411-422
    • /
    • 2021
  • The purpose of this study was to examine the relationship between major satisfaction and university life adaptation according to the amount of physical activity for university students. This study implement survey to the 201 university students. Descriptive statistics, reliability analysis, one-way ANOVA and pearson's correlation analysis were conducted for data analyses. The results are as follows. First, university students' major satisfaction with the amount of physical activity is statistically significantly higher than that of low-intensity physical activity groups (p<.05). Second, university life adaptation according to the amount of physical activity was found to be statistically significantly higher in high-intensity physical activity groups than in medium-intensity physical activity groups and low-intensity physical activity groups (p<.05). Lastly, according to the relationship between physical activity, major satisfaction, and university life adaptation of university students, male students have a static correlation between physical activity, major satisfaction (general satisfaction), and university life adaptation (personal emotion adaptation) and female students have a static correlation between physical activity and university life adaptation(social adaptation) (p<.05). This study confirmed that the amount of physical activity of university students is related to their major satisfaction and adaptation to university life. Based on this conclusion, it is expected that university students will be able to manage their university life through physical activities.