• Computers and Concrete
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• 제22권2호
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• pp.183-196
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• 2018

The rheological behaviour of high strength self compacting concrete (HS-SCC) studied through an experimental investigation is presented in this paper. The effect of variation in supplementary cementitious materials (SCM) $vis-{\grave{a}}-vis$ four different types of processed crushed sand as fine aggregates is studied. Apart from the ordinary Portland cement (OPC), the SCMs such as fly ash (FA), ground granulated blast furnace slag (GGBS) ultrafine slag (UFS) and micro-silica (MS) are used in different percentages keeping the mix -paste volume and flow of concrete, constant. The combinations of rheology, strength and durability are equally important for selection of mixes in respect of high-rise building constructions. These combinations are referred to as the rheo-strength and rheo-durability which is scientifically linked to performance based rating. The findings show that the fineness of the sands and types of SCM affects the rheo-strength and rheo-durability performance of HS-SCC. The high amount of fines often seen in fine aggregates contributes to the higher yield stress. Further, the mixes with processed sand is found to offer better rheology as compared to that of mixes made using unwashed crushed sand, washed plaster sand, washed fine natural sand. The micro silica and ultra-fine slag conjunction with washed crushed sand can be a good solution for high rise construction in terms of rheo-strength and rheo-durability performance.

• 한국공간구조학회논문집
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• 제5권1호
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• pp.99-105
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• 2005

The pushover analysis is becoming a popular tool for seismic design of building structures. In this paper the state-of-art on static nonlinear analysis of building structures is presented with the emphasis on the effects of analysis parameters; i. e., lateral load patterns, modeling of members, and analysis computer programs. The analysed results may have variation even if a same structure is analysed. This paper is to investigate how large the variation is and what the main causes of the variation are. The difference of analysed results, the resultant variation of lateral story shear force and flexural strength of structural members are discussed. The pushover analysis procedure are routinely used in the seismic design of building structures, but some problems must yet be clarified, such as the effects to evaluate the parameters of analysis on the basis of a lateral load patterns and modeling of members.

• 한국공간정보시스템학회:학술대회논문집
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• 한국공간정보시스템학회 2004년도 춘계 학술발표회 논문집 제1권1호(통권1호)
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• pp.103-110
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• 2004

The pushover analysis is becoming a popular tool for seismic design of building structures. In this paper the state-of-art on static nonlinear analysis of building structures is presented with the emphasis on the effects of analysis parameters; i. e., lateral load patterns, modeling of members, and analysis computer programs. The analysed results may have variation even if a same structure is analysed. This paper is to investigate how large the variation is and what the main causes of the variation are. The difference of analysed results, the resultant variation of lateral story shear force and flexural strength of structural members are discussed. The pushover analysis procedure are routinely used in the seismic design of building structures, but some problems must yet be clarified, such as the effects to evaluate the parameters of analysis on the basis of a lateral load patterns and modeling of members.

• 자원환경지질
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• 제37권2호
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• pp.235-244
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• 2004

북동태평양 심해저퇴적물 전단강도 측정의 정확성을 위하여 측정 방법에 따른 전단강도 측정 결과들을 비교하였다. 비교 항목들은 1) 동일한 시료를 두 종류의 베인 전단강도 측정기(수동 베인, 전동 베인)를 이용하여 측정한 결과, 2) 시료채취 후 즉시 선상에서 측정한 결과와 3개월 뒤 육상의 실험실에서 측정한 결과, 3) 동일한 정점에서 채취된 두개시료를 측정한 결과, 그리고 4) 동일한 코어 내에서 4회 반복 실험한 결과이다. 측정 결과, 전단강도 값은 퇴적깊이에 따라 뚜렷한 변화 양상을 보였다. 또한, 동일한 정점에서 채취한 두개의 코어 퇴적물에 대한 전단강도를 비교한 결과, 두 시료에서 측정된 변화폭이 장비차이에 따른 변화와 보관 조건에 의한 변화보다 높게 나타났다. 이와 같은 결과는 퇴적 깊이에 따른 전단강토의 변화가 지질공학적 물성변화에 의해 야기되었음을 지시한다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 춘계학술논문 발표대회
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• pp.33-36
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• 2007

In order to select the optimum mix for the required fluidity and strength of mass concrete which is applied to transfer girder and to choose the optimum curing method depending on circumstances through hydration heat analysis of mass concrete, this study examined slump flow, air content and elapsed variation (0, 30, 60, 90) in unhardened concrete properties and reviewed compressive strength characteristics in hardening properties. And hydration heat analysis results through simulation are as follows; 1) Fluidity changes of unhardened concrete showed no significant difference, and those of elapsed variation also showed no difference but a bit of tendency to increase in comparison with the initial properties. 2) The higher the water-binder ratio was, the lower the compressive strength properties were, and the higher the fly ash replacement rate was, the lower the compressive strength development was. 3) In case of $Fc=40N/mm^2$, the optimum mix was fly ash replacement rate of 15% from water-binder ratio of 33.0%. 4) Hydration heat analysis results showed that in case of bundle cast, concrete temperature profile characteristics around transfer girder was unfavorable, and in case of separate cast, constant curing for at least seven days guaranteed thermal cracking index of 1.2.

• 대한정형도수물리치료학회지
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• 제23권2호
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• pp.17-25
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• 2017

Background: The purpose of this study was to investigate how the resistive exercises with vibration stimuli could affect the strength of knee muscles and balance in patients with a history of reconstructive surgery. Methods: Thirty four subjects with anterior cruciate ligament reconstruction were randomly divided into 3 groups; Resistive exercises with vibration stimuli group (n=11), Resistive exercises (n=11) and control group (n=12). The paired t-test was used to show the variation before and after exercise in all three groups. One way ANOVA was used to separate the total variation between groups. Results: The results showed that there was significant improve in the strength of knee muscles in all three groups and resistive exercise with vibration stimuli he group showed a better result in all area than the other two groups. Comparisons of sway distances with open and closed eyes showed a statistically significant decrease before and after treatment in all three groups, there was no statistically significant difference between groups. There was a significant difference only in the sway distance with the eyes closed. Conclusions: Applying the resistive exercise with vibration stimuli as a therapeutic exercise program resulted in a positive effect to the functional activity not only in rapidly recovering the strength the weaken muscles and lost of balance ability, but also expecting an earlier return to daily life by advancing the date of the process for the functional activity.

• Asian-Australasian Journal of Animal Sciences
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• 제20권8호
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• pp.1285-1291
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• 2007

This research investigated variation in the improvement of the texture of chicken and pork sausages induced by microbial transglutaminase (MTG). The extractability of myofibrillar proteins from these sausages as well as the ${\varepsilon}-({\gamma}-glutamyl)$lysine (G-L)　content were also investigated. MTG treatment of sausages significantly increased the breaking strength values in both meat types, especially for samples incubated at $40^{\circ}C$. However, values of the breaking strength in both meat types were increased differently. The variation in protein extractability of samples incubated at $40^{\circ}C$ for both meat types could lead to some consideration of the mechanisms and the high accessions of myosin heavy chain (MHC) to MTG. SDS-PAGE analysis showed significant changes in the density of the bands after adding MTG, especially for the pork samples in which the bands disappeared totally. The G-L content in the presence of MTG was double that in control samples of both meat types. This study suggests that the binding ability of myofibrillar proteins with MTG is strong. This leads us to suggest that MTG functions positively with different improvements in the texture of chicken and pork products that are treated mechanically, such as sausages. Variability in gel improvement level between chicken and pork sausages was observed; this resulted from the variation in meat proteins in response to MTG, as well as to the original glutamyl and lysine content.

• 대한토목학회논문집
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• 제34권2호
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• pp.447-455
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• 2014

본 연구는 UHPCC (Ultra High Performance Cementitious Composites)에서 섬유배열 유도의 효율성을 평가하기 위한 연구의 일환으로, 흐름특성을 달리한 다양한 방법으로 UHPCC 부재를 제작하여 휨거동의 변화를 비교하고, 섬유 배열특성과의 상관관계를 정성적으로 분석하였다. 실험을 통해 섬유배열 유도방법에 따라 휨거동의 차이가 크게 나타남을 확인하였다. 일반적인 휨실험체 제작방법으로, 섬유가 주인장방향으로 배열되도록 유도한 경우가 다른 방법으로 제작된 휨실험체에 비해 더 높은 휨인장강도와 낮은 변동성을 보였다. 따라서 실제 UHPCC 부재에서의 재료의 휨인장강도는 실험실 수준에서 측정한 휨인장강도와 비교하여 크게 다를 수 있고, 변동성도 더 크게 나타날 수 있음을 반드시 고려해야 할 것이다. 한편, UHPCC의 유동흐름에 따른 섬유의 배열특성의 변화를 흐름의 종류 및 경계면 효과를 고려하여 정성적으로 예측하였으며, 이러한 예측결과는 실험에서 여러 가지 형태로 유도된 유동흐름에 따른 휨인장거동의 변화를 잘 설명하였다.

• 한국방재학회 논문집
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• 제7권4호
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• pp.1-12
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• 2007

본 연구에서는 강교 부재를 대상으로 시간에 따른 부식과 교통량(트럭통행량)의 변화 영향을 반영한 피로 취약도 평가 방법을 제안하였다. 제안된 방법을 통해 부식과 교통량 변화를 고려할 수 있는 피로에 대한 한계상태함수를 설정하였다. 부식의 영향은 평균부식깊이와 피로강도감소계수와의 관계를 이용하여 한계상태함수에서 피로저항의 감소로써 반영되었다. 트럭통행량의 변화는 세 가지 대표적인 변화양상을 설정하여 기간별로 실제 변화에 맞게 모델링함으로써 한계상태함수에서 하중의 증가로 반영되었다. Monte-Carlo 시뮬레이션을 이용하여 신뢰성 해석을 수행하도록 하였으며, 이를 바탕으로 시간이력 피로 취약도 곡선을 도출하였다. 검증예제와 실제 국내 강교에 적용하여 제안된 피로 취약도 평가방법을 검증하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
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• pp.342-349
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• 1998

The objective of this study is to investigate the characteristic change of antiwashout underwater concrete with variation of blend ratio of sea sand and fine aggregate percentage through experimental researches. According to the experiments results, when sea sand are mixed in antiwashout underwater concrete mixture by about 40% per total fine aggregate, in fine aggregate percentage of 40%, it is found that the flowability fit and the compressive strength is higher others.