• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.406-412
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• 1997

This paper presents the newly developed model for the stress-strain relationship of ultra high- strength concrete on the basis of the more refined statistical to analysis the various test results available in the literature to be more rigorous in accuracy and generalized scheme. Through the comprehensive analysis of the previously existing equations for each model, multiple curves equation has turned out to be most appropriate to simulate the linearly varying ascending branch and brittle type of descending one. The principal variables to model the stress-strain relationship such as the modulus of elasticity, ultimate strain and deformation characteristics due to stress softening phenomenon were extensively studied to be simplified in the function of the concrete compressive strength.

• 지식경영연구
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• 제10권4호
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• pp.163-183
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• 2009

Numerous studies in the field of buyer-supplier relationship research have focused on the buyer's performance. In contrast, supplier's performance has been paid relatively little attention by researchers, especially the research about the supplier's innovation in the relationship is still in its early stage. In this paper, we examine the relation between the attribute of buyer-supplier relationship and the attribute of supplier's innovation through case research. We define the attribute of buyer-supplier relationship as 'tie strength' (Granovetter, 1973), and the attribute of supplier's innovation as 'exploitation or exploration' (March, 1991). We selected the semiconductor equipment industry of U.S.A, Japan and Korea and firm (JUSUNG Engineering) as cases that examine the relation. We found that a strong tie relationship is positively associated with supplier's exploitation based innovation, and a weak tie relationship is positively related to it's exploration based innovation in this research also. In addition, we could verify reduction of strong tie relationship cause supplier's organizational change.

• 터널과지하공간
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• 제14권4호
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• pp.261-268
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• 2004

The main objectives of this study are to investigate the anisotropic characteristics of rocks and to evaluate the relationships between physical properties. A series of experiments were performed in three mutually perpendicular directions for three rock types, which are granite, granitic gneiss and limestone. The relationships of measured physical properties were evaluated. The results of ultrasonic wave velocity measurement show that granite of three rock types gives the largest directional difference, and that the wave velocity in a plane parallel to a transversely isotropic one is dominantly faster than that in a subvertical or vertical plane. It implies that ultrasonic wave velocity for rock could be used as a useful tool for estimating the degree of anisotropy. The ratio of uniaxial compressive strength to Brazilian tensile strength ranges approximately from 13 to 16 for granite. from 8 to 9 for granite gneiss, and from 9 to 18 for limestone. The directional differences for granite and granitic gneiss are very small, and on the other hand, is relatively large for limestone. It is suggested that strength of rock makes quite difference depending on the rock types and loading directions, especially for the anisotropic rocks such as transversely isotropic or orthotropic rocks. The ratio of uniaxial compressive strength to point load strength index ranges from 18 to 20 for granite, from 17 to 19 for granitic gneiss, and from 21 to 24 for limestone. These results show that point load strength index makes also a difference depending on rock types and directions. Therefore. it should be noted that the ratio of uniaxial compressive strength to point load strength index could be applied to all rock types. Uniaxial compressive strength shows relatively good relationship with point load strength index, Schmidt hammer rebound value, and tensile strength. In particulat, point load strength index is shown to be the best comparative relationship. It is indicated that point load test is the most useful tool to estimate an uniaxial compressive strength indirectly.

• International Journal of Concrete Structures and Materials
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• 제6권4호
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• pp.239-246
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• 2012

Pervious concrete is a tailored-property concrete with high water permeability which allow the passage of water to flow through easily through the existing interconnected large pore structure. This paper reports the results of an experimental investigation into the development of pervious concrete with reduced cement content and recycled concrete aggregate for sustainable permeable pavement construction. High fineness ground granulated blast furnace slag was used to replace up to 70 % cement by weight. The properties of the pervious concrete were evaluated by determining the compressive strength at 7 and 28 days, void content and water permeability under falling head. The compressive strength of pervious concrete increased with a reduction in the maximum aggregate size from 20 to 13 mm. The relationship between 28-day compressive strength and porosity for pervious concrete was adversely affected by the use of recycled concrete aggregate instead of natural aggregate. However, the binder materials type, age, aggregate size and test specimen shape had marginal effect on the strength-porosity relationship. The results also showed that the water permeability of pervious concrete is primarily influenced by the porosity and not affected by the use of recycled concrete aggregate in place of natural aggregate. The empirical inter-relationships developed among porosity, compressive strength and water permeability could be used in the mix design of pervious concrete with either natural or recycled concrete aggregates to meet the specification requirements of compressive strength and water permeability.

• Structural Monitoring and Maintenance
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• 제11권3호
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• pp.219-234
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• 2024

The strength reduction factor spectrum is traditionally obtained from a single-degree-of-freedom (SDOF) system with a constant damping coefficient. However, according to the principle of Rayleigh damping, the damping coefficient matrix of a system changes with the stiffness matrix, and the damping coefficient of an equivalent SDOF system changes with the tangent stiffness coefficient. In view of that, this study proposes an equivalent SDOF system with an adaptive damping coefficient and derives a standardized reaction balance equation. By iteratively adjusting the strength reduction factor, the corresponding spectrum with an equivalent ductility factor is obtained. In addition, the ratio between the strength reduction factor that considers adaptive damping and the traditional strength reduction factor, denoted by η, is determined, and the η-μ-T relationship is obtained. Seismic records of Classes C, D, and E sites are selected as excitations. Moreover, a nonlinear response time-history analysis is performed to establish the relationship between the η and T values for the equivalent ductility factor μ. Further, by exploring the effects of the site class, ductility factor, second-order stiffness coefficient, and period T on the mean value of η, a simplified calculation equation of mean η is derived, and η is used as a modified value for the traditional strength reduction factor R spectrum.

• 대한인간공학회지
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• 제9권2호
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• pp.37-45
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• 1990

This study investigated the muscular strength of 77 Korean young males aged 19-23 in 1989. The maesure- ment items were grip strength, back strength, push and pull strength at each of 3 elbow angles, and torque strength. The results of this study were compared with those of the past survey and the foreign surveys. Besides, sample correlation coefficients were calculated in order to analyze the relationship between muscular strengths and anthropometric dimensions.

• 대한토목학회논문집
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• 제29권4A호
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• pp.267-279
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• 2009

이 논문에서는 초고강도 강섬유보강 철근콘크리트 구조물의 단조증가 하중에서 비선형 해석모델을 소개하고 있다. 일반콘크리트에 비해 압축강도와 인장강도가 증가한 초고강도 강섬유보강 콘크리트는 그 거동이 일반콘크리트와 다른 특성을 가지고 있다. 초고강도 강섬유보강 철근콘크리트 구조물에 대한 비선형 해석을 하기에 앞서 실험결과를 이용하여 압축영역에서 응력-변형률, 관계를 회귀분석을 통하여 유추하였고, 초고강도 강섬유보강 철근콘크리트 구조물 거동의 정확한 예측을 위하여 등가일축 응력-변형률 관계를 이용하였다. 또한 균열의 진전에 따른 균열각을 모사하기 위해 평면응력 요소를 이용하였고, 분산철근모델을 이용하여 해석에 적용하였다. 한편, 초고강도 강섬유보강 철근콘크리트의 인장영역에서 응력-변형률 관계를 정의하기 위해 철근과 콘크리트의 부착응력-부착슬립 관계와 강섬유의 영향 등을 고려한 새로운 인장강화 모델을 제안하고 있다. 끝으로 제안된 알고리즘과 응력-변형률 관계 및 인장강화 모델을 한국건설기술연구원에서 실험한 초고강도 강섬유보강 철근콘크리트 부재에 대한 수치해석을 수행하여 실험결과와 비교, 평가하였다.

• 화약ㆍ발파
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• 제21권4호
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• pp.23-35
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• 2003

본 연구에서는 남원지역 화강암을 대상으로 각 방향에 따른 물성간의 상관관계와 역학적 이방성을 규명하고자 하였다. 화강암의 수평, 수직축의 방향별 물성치는 일축압축강도 및 압열인장강도와 선형관계를 나타내었으며, 초음파 속도 측정 결과 수직방향은 나머지 두 수평방향 보다 약 10∼15% 정도 빠르게 나타났다. 이러한 속도 차이의 원인은 주로 암석 내에 존재하는 미세균열의 발달형태에 따르는 것으로 판단되며, 이는 현미경관찰 결과와 매우 일치함을 알 수 있었다. 점하중시험에 의한 점하중강도지수(Is(50)) 측정결과, 화강암의 경우 일축압축강도와 점하중강도지수의 비는 18∼20에 해당하는 것으로 나타났다. 일축압축강도와 점하중강도지수. 슈미트해머 반발치. 압열인장강도와 좋은 상관관계를 나타내었으며, 이중 점하중강도지수가 가장 높은 상관관계를 보였다. 이로부터 알 수 있듯이 점하중 강도지수가 일축압축강도를 추정하는데 가장 유효한 도구임을 확인할 수 있었다.

• 한국융합학회논문지
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• 제12권8호
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• pp.61-66
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• 2021

본 연구는 초등학교 야구 선수들의 수직 점프 및 다리 근력과의 관계에 대해 알아보는데 목적이 있다. 대상자는 총 40명으로 실시하였다. 수직 점프를 알아보기 위해 수직 점프 측정기를 사용하여 측정하였으며, 다리 근력을 측정하기 위해 휴대용 도수 근력 측정기를 사용하였다. 다리 근력의 측정 부위는 양쪽 엉덩관절에 굽힘·폄·모음·벌림·안쪽 돌림·바깥 돌림, 무릎관절에 굽힘·폄, 발목관절의 발등 굽힘·발바닥 굽힘을 측정하였다. 수직 점프와 다리 근력의 상관관계를 분석하기 위해 pearson's correlation analysis를 사용하였다. 수직 점프 및 다리 근력과의 관계에서 우세측, 비우세측 모두 발바닥 굽힘 근력을 제외한 모든 다리 근력과 수직 점프 간의 양의 상관관계를 보였다. 향후 연구에서는 타격능력과 수직 점프 및 다리 근력의 관계에 대한 후속연구가 필요하다.

• 한국전문물리치료학회지
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• 제29권4호
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• pp.249-254
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• 2022

Background: The lateral step down (LSD) is a form of stair negotiation used by the elderly because it requires less movement of the lower extremity. Although it is necessary to study the amount of pelvic drop and the strength of a hip abductor during LSD for intervention, limited studies have investigated the relationship between the amount of pelvic drop and strength of a hip abductor during LSD in elderly people. Objects: This study aimed to determine the relationship between the amount of pelvic drop on an unsupported leg and the strength of the hip abductor during LSD in the elderly. Methods: Thirty elderly people (male: 17, female: 13) were recruited. Subjects performed the LSD task, and the evaluator measured and the amount of pelvic drop on an unsupported side. Also, the isometric strength of the hip abductor was measured in a supine position. Results: We found significant relationships between the strength of the hip abductor and the amount of pelvic drop (r = -0.386). The average hip abductor strength normalized by body weight was 1.06 N/kg (max: 1.99, min: 0.52) and the average contralateral pelvic drop (CPD) angle was 4.16° (max: 15.3, min: 0). Conclusion: Our results indicated that the strength of the hip abductor had a moderate correlation with the CPD during a LSD in the elderly. Hip abductor weakness could translate into altered movement of the pelvis.