• Steel and Composite Structures
• /
• 제27권2호
• /
• pp.243-253
• /
• 2018

In recent years, concrete-filled box or tubular columns have been commonly used in high-rise buildings. However, a number of fire test results show that there are significant differences between high strength concrete (HSC) and normal strength concrete (NSC) after being subjected to high temperatures. Therefore, this paper presents an investigation on the fire resistance of HSC filled steel tubular columns (CFTCs) under combined temperature and loading. Two groups of full-size specimens were fabricated to consider the effect of type of concrete infilling (plain and reinforced) and the load level on the fire resistance of CFTCs. Prior to fire test, a constant compressive load (i.e., load level for fire design) was applied to the column specimens. Thermal load was then applied on the column specimens in form of ISO 834 standard fire curve in a large-scale laboratory furnace until the set experiment termination condition was reached. The results demonstrate that the higher the axial load level, the worse the fire resistance. Moreover, in the bar-reinforced concrete-filled steel tubular columns, the presence of rebars not only decreased the spread of cracks and the sudden loss of strength, but also contributed to the load-carrying capacity of the concrete core.

• 한국공간구조학회논문집
• /
• 제22권1호
• /
• pp.17-24
• /
• 2022

Currently, the construction trend of high-rise structures is changing from a cube-shaped box to a free-form. In the case of free-form structures, it is difficult to predict the behavior of the structure because it induces torsional deformation due to inclined columns and the eccentricity of the structure by the horizontal load. For this reason, it is essential to review the stability by considering the design variables at the design stage. In this paper, the position of the weak vertical member was analyzed by analyzing the behavior of the structure according to the change in the core position of the twisted high-rise structures. In the case of the shear wall, the shear force was found to be high in the order of proximity to the center of gravity of each floor of the structure. In the case of the column, the component force was generated by the axial force of the outermost beam, so the bending moment was concentrated on the inner column with no inclination.

• 한국강구조학회 논문집
• /
• 제25권3호
• /
• pp.255-265
• /
• 2013

본 연구는 박스형 철골조 유닛 모듈러를 이용하여 고층으로 적층할 수 있는 공업화된 구조시스템을 개발하고자 하는 것이다. 이러한 목표를 달성하기 위해 효율적인 유닛 모듈러 건축시스템의 실용화를 위한 조인트의 상세 개발과 내진성능 확보기술에 대해 기본적인 실험 및 이론해석 연구가 필요하다. 본 연구에서는 고층형 유닛 모듈러 골조를 구성하는 중요 요소인 조인트의 2가지 접합 상세를 도출하였으며, 도출된 조인트에 대한 구조 성능을 실험적으로 평가하였다. 새롭게 개발된 유닛 모듈러 기둥-보 조인트에 대한 실험결과, 6.0T 기둥 및 연결구의 두께를 확보한 조인트는 강도 및 내진 성능의 확보에 있어서 조인트의 소성회전각의 유지가 가능한 것으로 나타났으며 응력이 집중되는 부근에서의 보강을 고려하면 충분히 적용 가능하리라 판단된다.

• 분석과학
• /
• 제30권1호
• /
• pp.39-48
• /
• 2017

Roxithromycin (RXT), which is an antibiotic used to treat respiratory tract and urinary infections, is official in Korean Pharmacopoeia (KP) and is marketed in various dosage forms including tablet, granule, suspension, and tablet for suspension in Korea. This study presents how a universal and reliable method to quantify RXT in bulk drug and formulations was developed. Effects of factors including column type, buffer concentration, type and concentration of organic solvent, buffer pH, and type and concentration of mobile phase additive, were examined, and some categorical or crucial factors including the types of column, organic solvent, mobile phase additive and the buffer pH were optimized by one-factor-at-a-time approach. Subsequently, concentrations of the buffer and additive and column temperature were optimized by response surface methodology using Box-Behnken design aiming to acquire the RXT peak of good shape. The optimized method employed a Phenomenex Gemini $5{\mu}$ C18 110A ($150{\times}4.60mm$, $5{\mu}m$) maintained at $30^{\circ}C$ with the mobile phase consisting of 25 mM phosphate buffer (pH 6.0) with 0.3 % tetrabutylammonium hydroxide and methanol at a ratio of 37:63 (v/v). Method validation results showed that the developed method was linear, precise, and accurate. Compared to the compendial methods in KP 10 that exhibited a significant tailing of the RXT peak despite using unfavorably high buffer concentrations and were not harmonized among bulk drug and formulations, this method could be universally applied to RXT bulk drug and marketed products in various dosage forms and thus was adopted in KP 11.

• 한국강구조학회 논문집
• /
• 제23권3호
• /
• pp.337-347
• /
• 2011

본 논문에서는 콘크리트 채움 U형 강재보와 강재 H단면 기둥으로 구성된 접합부의 내진 성능을 평가하였다. 접합부 내진성능을 평가하기 위하여 세 개의 보-기둥 접합부 실험체를 반복주기하중에 대하여 실험하였다. 합성보는 콘크리트 슬래브와 스터드를 이용하여 일체화 되었으며, 슬래브에는 부모멘트를 위한 철근이 배치되었다. 접합부 상세를 실험 변수로 하였으며, 보 접합부의 강화방안 및 약화방안, 합성효과의 정도를 고려하였다. 합성보의 춤은 슬래브 두께를 포함하여 600mm이며, 강재보와 슬래브의 철근은 H형강 기둥과 용접을 통해 접합하였다. 접합부 강화방안은 합성보 플랜지에 덧댐플레이트를 용접하였으며, 약화방안으로서 소성힌지 발생지점에 채움콘크리트 안에 스티로폼을 삽입하였다. 실험 결과 완전합성 실험체는 강도와 변형능력, 에너지 소산에 있어서 우수한 성능을 보여주었다. 변형능력은 특수모멘트골조 기준인 4% 이상의 회전각을 발휘하였다.

• 한국정보통신학회:학술대회논문집
• /
• 한국해양정보통신학회 2008년도 춘계종합학술대회 A
• /
• pp.225-228
• /
• 2008

In this paper, we presented our implementation of a counter mode AES based on Virtex4 FPGA. Our design exploits three advanced features: composite field arithmetic SubByte, efficient MixColumn transformation, and On-the-Fly Key-Scheduling for fully pipelined architecture. By pipelining the composite field implementation of the S-box, the area cost is reduced to average 17 percent. By designing the On-the-Fly key scheduling, we implemented an efficient key-expander module which is specialized for a pipelined architecture.

• 한국초전도ㆍ저온공학회논문지
• /
• 제3권1호
• /
• pp.69-73
• /
• 2001

For developing the cryogenic air separation unit, it requires some technology such as basic process design. equipment design and manufacturing based on the cryogenic physical properties and separation theory. In this study, we developed a process and equipment for producing high purity nitrogen which has the production capacity of 1600N㎥/h under 1 ppm $O_2$ and $H_2O$. Also we found that the number of theoretical plate(NTP) of distillation column was 44 and maximum nitrogen recovery ration of this process was 42% from the process simulation. The performance test was also carried out for the nitrogen recovery ratio and equipment efficiency. The results showed that the optimum nitrogen recovery was 41% and the maximum equipment efficiency was attained.

• 대한기계학회논문집A
• /
• 제22권4호
• /
• pp.887-894
• /
• 1998

This paper presents the results of analytical invesstigation of the buckling behavior of thin-walled box-section column. Throughout this investigation, the single curve for finding the buckling stress at each effective slenderness ratio is derived by modification of the Rankine's formula. The applicable formula in the small slederness region is derived by considering the inelastic behavior of material. Additionally, the bifurcation criterion(slenderness ratio) which can distinguish between the local and overall buckling mode shapes is suggested by equating the local and overall buckling stresses. The overall buckling formula is closely concurrent with the experiments for the rectangular tubes.

• 대한기계학회논문집A
• /
• 제22권4호
• /
• pp.895-904
• /
• 1998

This paper presents the results of experimental investigation of the buckling behavior of thin-walled box-section column. The experiments for finding the buckling stress and bifurcation slenderness ratio are performed by the method from AISC. The sets of boundary conditions are both end simply supported, one end simply supported and the other end clamped, and both ends clamped. The types of specimens are clssified by thickness to width ratio. The experiments for the thin-walled rectangular tubes are closely concurrent with the theoretical values of overall buckling load and bifurcation slenderness ratio that are suggested by the part (I) of this paper.

• 한국해양공학회지
• /
• 제6권2호
• /
• pp.103-112
• /
• 1992

The calculation method which takes into account the shear lag effects on the ultimate transverse bending moment of a SWATH(Small Waterplane Area Twin Hull) ship has been developed. In case of the ultimate bending strength analysis of conventional monohull ships and general box girder structures, the hypothesis that plane section remains plane after bending can be employed but not in the case of the structures having wide flange. For the ultimate bending strength analysis of such structures, a new method which can take into account the effect of shear lag on the ultimate bending strength has been developed by adopting more reasonable assumption that warping distortion of the section takes place inthe same way as the actual stress distribution. Finally, the proposed method has been applied to a a SWATH cross deck structure.