This paper is represented a general equations to obtain the elastic local buckling stresses for the flange and web of H-beam under compression at elevated temperatures and is also developed the software to perform the elastic local buckling analysis at elevated temperatures. Eurocode3 Part 1.2 are used to analyse the decrease in steel yield strength and elastic modulus at elevated temperatures. For design examples of 6 H-beams, the elastic local buckling stresses and critical temperatures for the slenderness ratio (b/tf and d/tw) of the flange and web under uniform compression at elevated temperatures have been analysed by a computer program of this paper. It can be seen that the computer analytical results of this study show a good agreement with the experimental results by Wadee.

This paper have performed to investigate the influence of certain parameters, including the boundary condition types, load ratios of the steel beams, and span/depth ratios of the beams itself on the structural behaviour of the steel beams at elevated temperatures. This paper is analysed the stress and vertical deflection at mid-span of the steel beams at elevated temperatures and also predicted 'failure' temperatures of the steel beams at elevated temperatures. Fire analysis used here is analysed by software VULCAN. Design examples are given to describe the structural behaviour of the steel beams at elevated temperatures.

두 가지 유해인자가 동시에 작용할 때 생물체에 나타나는 영향은 길항작용에서 상승작용에 이르기까지 폭넓게 나타난다. 상승작용의 생물학적 중요성에도 불구하고 유해인자간의 복합작용을 설명할 수 있는 구체적 연구결과들은 별로 없는 실정이다. 본 연구는 고온과 기타 환경 유해인자의 복합작용에 의해 생물체에 나타내는 반응에 있어서의 규칙성을 도출해 내기 위하여 수행되었다. 고온과 이온화방사선, 자외선, 초음파 등의 동시작용에 관한 효모세포 실험결과를 분석하였으며

The purpose of this article is analyzing the impacts of seawater surface temperature rise on sea mustard yields of Goheung and Wando coast in Korea, with employing a panel data regression model. Our results show that there has been a negative impacts on sea mustard yields as seawater surface temperature continuously has been rising. Especially if the upward trend in seawater surface temperature since 2005 will be maintained in future, sea mustard yield is expected to decrease by 2.6% per year.

Background : This study aimed to investigate the effect of elevated temperature by climate change on growth and ginsenoside contents of Korean ginseng, which requires low temperature during growth period. Methods and Results : Yunpoong was transplanted in temperature gradient chamber (TGC) for high temperature treatment and then growth characteristics and ginsenoside contents were investigated by growth period. Stem length, petiole length, leaf length and leaf width were increased as the temperature was higher than Ambient Temperature (Amb), but stalk diameter was decreased and small petiole length, number of petiole and leaf were no significant difference. Root growth, whereas, including length diameter and weight were decreased as the temperature was higher than Amb. Compared with Amb, root length, diameter and weight were decreased by 19.6%, 22.4% and 41.5% at Amb+6, respectively. The higher the temperatures are associated with the more ginsenoside contents. Compared to Amb, total ginsenoside contents were increased by 68% and 78% at Amb+4℃ and Amb+6℃, respectively. Almost all contents of individual ginsenoside, with the exception of Rg1, made a significant difference. Conclusion : When temperatures rises during growth period, the growth of ginseng was decreased but, ginsenoside contents were increased.

The purpose of this study is to investigate correation between semi-adiabatic temperature and adiabatic temperature rise of ordinary portland cement(OPC) and ternary blended cement(TBC). And concrete adiabatic temperature rise factor was estimated by semi-hydration heat analysis test.

Experimental program was conducted for hydration heat evaluation of concrete using strontium based phase change material (PCM). Adiabatic temperature rise test was investigated for four days. In results, concrete with strontium based PCM has about 20 percent lower hydration heat than ordinary one.

In this study, we intended to estimate the heat of hydration of carbon nanotubes-cement composites. It was tried to present the basic data of the heat of hydration characteristics of the CNT-reinforced cement composite by the simple adiabatic temperature rise test. The results indicated that adding CNT reduced the heat of hydration of cement composites.

The expansive behaviour of heat-cured mortars containing fly ash was investigated. The use of fly ash(replacement 20%) to the mortar reduced the long term expansion. But increase of SO3 in cement led to increase the long term expansion, and gave impetus to the formation of monosulphate for elevated temperature.

본 논문은 탄소섬유시트로 하면을 보강한 콘크리트 보에서 온도가 상승함에 따라 서로 다른 선팽창계수를 가지는 콘크리트와 탄소섬유시트 사이에 계면전단응력이 발생함으로 부착강도 평가 시 이를 고려하여야 함을 기술하고 있다. 선형탄성거동을 가정한 계면전단응력의 이론식과 모형 보의 온도변화실험을 통하여 변형률을 측정한 결과를 비교함으로써 이론해의 적용성을 확인하였으며, 이론식으로부터 30℃의 온도변화가 발생하는 경우 탄소섬유시트 부착계면에서 최대 0.91MPa의 전단응력이 발생되는 것으로 조사되었고 변화량이 10℃인 경우에서도 에폭시에 의한 부착강도의 10~15%의 응력이 추가적으로 발생하는 것으로 나타났다. 그러므로 탄소섬유시트로 콘크리트 구조물을 보수, 보강하는 경우 부착강도 평가 시 온도의 영향이 고려되어야 하며, 온도변화에 따른 장기간의 거동을 평가하는 노력이 필요한 것으로 판단된다.