• Journal of Korean Society of Steel Construction
• /
• v.22 no.5
• /
• pp.497-509
• /
• 2010

Five concrete-encased steel columns using high-strength steel($f_{ys}$=801MPa) and high-strength concrete($f_{ck}$=97.7MPa) were tested to investigate the eccentric axial load-displacement relationship. Test parameters included the type, yield strength, and spacing of lateral reinforcement, and also the eccentricity of axial load. To analyze the behavior of the column specimens, the nonlinear sectional analysis using strain-compatibility and confinement effect was performed. To examine the applicability of existing design codes for the composite sections using high-strength materials, the test results were also compared with the predictions by the nonlinear analysis and the design codes. The confinement effect of lateral reinforcement increased the ductility of concrete, and the moment capacity of the column specimens increased with the ductility of concrete. The prediction by the nonlinear analysis gave good agreement with the test results. On the other hand, the ACI 318 neglecting lateral confinement effect underestimated the strength of the column specimens, and the Eurocode 4 using complete plastic capacity of steel section overestimated.

• Journal of Korean Society of Steel Construction
• /
• v.26 no.4
• /
• pp.299-309
• /
• 2014

HSA800 is a new high strength steel (HSS) plate for building structures developed by POSCO and RIST in 2011. It has upper and lower bounds for yield ($F_y$) and tensile ($F_u$) strength as of 650-770MPa and 800-950MPa, respectively, with yield ratio ($F_y/F_u$) limit as of 0.85 which make steel quality more reliable and enhance the seismic resistance of structures. As made by TMCP, it has a good weldability without increasing carbon percentage. The objective of this study is to provide alternative design of mega-structural members of the Lotte World Tower (555m, 123 story), a first super-tall building in Korea, using HSS considering structural safety, constructability, and cost-effectiveness. Steel outrigger trusses, belt-trusses and steel exterior columns were selected and analyzed to evaluate the structural performance between original and alternative designs using HSS. The results show that HSS can be applied to the members which do not affect lateral stiffness of a building and, in this study, approximately 1100tons of steel were saved. It implies that HSS can save overall construction costs - manufacturing, delivery, and erection costs - by reducing mega structural member size. HSA800 was very first applied to the Lotte World Tower based on the results of this study.

• Proceedings of the Earthquake Engineering Society of Korea Conference
• /
• 2005.03a
• /
• pp.211-219
• /
• 2005

Nowadays, various grades of high-strength steels are available. The application of ultra-high grades of steels for building structures, however, is limited only to the elements stressed under tension. The highest grade of steels generally used has a tensile strength of around 600N/mm2. Most research is focused on lower yield ratios of high strength steel in the inelastic range to ensure the stability of structures. In this paper, however, the possibility of an effective application of high strength steel with high yield ratio to building structures is discussed. An efficient structural system and a design method based on earthquake response analysis and experimental results are proposed.

• The Korean Journal of Rheology
• /
• v.10 no.3
• /
• pp.165-172
• /
• 1998

본논문에서는 전기장 부하에 따라 유동성질이 변화하는 ER유체의 빙햄특성을 실험 적으로 연구하였다. 특히 ER유체의 빙행특성에 영향을 주는 여러인자중 전극 간격 및 재질 에 따른 ER유체의 항복전단응력과 전류밀도의 변화를 온도에 따라 고찰하였다. 이를 위하 여 전극 간격을 가변시킬수 있는 전기 점도계를 세가지 재질로 자체 제작하였다. 전극간격 은 0.75 mm, 1.00mm 및 1.25 mm 로 설정하였으며 전극 재질은 스테인레스 스텔, 동 그리 고 기계구조용 탄소강(SMS45C)을 사용했다. 한편 실험에 사용된 ER유체는 자체 조성한 수 계 ER유체인 ERF-1과 외국의 우수하다고 알려진 비수계 ER유체인 ERF-2 두가지를 선택 하였다. 실험은 $25^{\circ}C$와 7$0^{\circ}C$ 및 10$0^{\circ}C$에서 수행하였으며 전기장은 0-4kV/mm 범위에서 온 도 및 ER유체의 종류에 따라 부하 가능한 전압까지 공급하였다. 전단변형률 50, 100, 150, 200, 400, 600, 800, 1000 및 1200 s-1에서 얻은 전단응력 실험결과로부터 최소오차선형법을 이용하여 전단변형률 영에서 동적 항복전단응력 값을 도출하였으며 그결과로부터 전극 간격 및 재질에 따른 ER효과의 변화를 고찰하였다. 또한 상온과 10$0^{\circ}C$에서 4kV/mm의 전기장을 부하하여 전기장에대한 ER유체의 응답특성을 실험을 수행했다.

• Proceedings of the KIEE Conference
• /
• 2006.10a
• /
• pp.65-66
• /
• 2006

AIGaN/GaN 고전자 이동도 트랜지스터 (High Electron Mobility Transistors, HEMTs)는 와이드 밴드-갭과 높은 항복 전계 및 우수한 채널 특성으로 인해 마이크로파 응용분야와 전력용 반도체에서 각광받고 있다. 최근, 전력 응용분야에서 요구되는 높은 항복 전압과 출력, 우수한 주파수 특성을 획득하기 인해 이중 게이트 AIGaN/GaN HEHTs에 관한 연구가 발표되고 있다. 본 논문에서는 AIGaN/GaN HEMTs에 이중 게이트를 적용하여, 두 개의 게이트와 드레인, 소스의 누설 전류를 각각 측정하여 이중 게이트 AIGaN/GaN HEMTS의 누설 전류 메커니즘을 분석하였다. 또한 제안된 소자의 $SiO_2$ 패시베이션 전 후의 누설 전류 특성을 비교하였다. $SiO_2 $ 패시베이션되지 않은 소자의 누설 전류는 드레인, 소스와 추가 게이트로부터 주 게이트로 흐른 반면, 패시베이션 된 소자 누설 전류는 드레인으로부터 주 게이트 방향의 누설 전류만 존재하였다. $SiO_2$ 패시베이션 된 소자의 누설 전류는 (87.31 nA ) 패시베이션 되지 않은 소자의 누설 전류 ( $8.54{\mu}A$ )에 비해 의게 감소하였다.

• Journal of Korean Society of Steel Construction
• /
• v.19 no.6
• /
• pp.575-585
• /
• 2007

In this study, a new design equation was presented for square CFTs with high-strength concrete subjected to axial compression and bending. In a previous study, a design equation for square CFTs with normal strength concrete was proposed. A parametric study by fiber analysis was performed taking the width-to-thickness ratio (b/t) and the relative concrete strength to the yield strength of the steel tube (fck/Fy) as the main parameters of this study to determine the maximum moment and the axial load at the maximum moment. A new constitutive model for concrete was adopted for fiber analysis in order to take into account the effect of high-strength concrete. The results of the parametric study were embedded into the method which was presented in the previous study to formulate a new design equation that can be easily used for estimating the strength of square CFTs with high-strength concrete.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.31 no.6C
• /
• pp.251-258
• /
• 2011

Steel pipe piles have been used as various deep foundation materials for a long time. Recent increase in steel material cost has made engineers reluctant in using it even with its good quality and ease of construction. Therefore when constructing with steel pipe pile, the decision to reuse the excessive pile length that is cut off from the designed pile head elevation after pile driving can be cost saving. This has caused many constructors to reuse the pile leftovers with new piles, but the absence of quantitative structural capacity behaviors of steel pipe pile after pile driving or appropriate countermeasures and standards in reusing steel pipe pile has resulted in wrong applications, pile structural integrity problems, inappropriate limitation of reusable pile length, etc. The structural performance analysis between a new pile and a pile that has undergone working state and ultimate state stress level during pile driving was performed in this research by means of comparing the results between the dynamic pile load test, tensile load test, charpy energy test and fatigue test for high strength steel of $440N/mm^2$ yield strength. Test results show that under working load conditions the yield strength variation is less than 2% and for ultimate load conditions the variation is less than 5% for maximum total blow count of 3000. The results have been statistically analyzed to check the sensitivity of each factors involved. From the test results, reusability of steel pipe pile lies not in the main pipe yield strength deviation but in the reduction of absorb energy, strength changes and quality control at the welded section, shape deformation and local buckling during pile driving.

• Journal of the Institute of Electronics and Information Engineers
• /
• v.53 no.7
• /
• pp.11-16
• /
• 2016

Silicon carbide (SiC) has received significant attention over the past decade because of its high-voltage, high-frequency and high-thermal reliability in devices compared to silicon. Especially, a SiC Schottky barrier diode (SBD) is most often used in low-voltage switching and low on-resistance power applications. However, electric field crowding at the contact edge of SBDs induces early breakdown and limits their performance. To overcome this problem, several edge termination techniques have been proposed. This paper proposes an improvement in the breakdown voltage using a double-field-plate structure in SiC SBDs, and we design, simulate, fabricate, and characterize the proposed structure. The measurement results of the proposed structure, demonstrate that the breakdown voltage can be improved by 38% while maintaining its forward characteristics without any change in the size of the anode contact junction region.

• Journal of Korean Society of Steel Construction
• /
• v.24 no.5
• /
• pp.503-510
• /
• 2012

High performance, high strength steels were developed and used in steel structures recently. Since the newly developed high strength steels posses different toughness, weldability, yield strength ratio, etc. in compare with conventional structural steels, it is requred to investigate the applicability of the design strength of fillet weld specified in the existing design codes. The comparison of the design strengths of various codes from domestic and overseas shows quite a difference. Test results for fillet weld strengths were collected and statistically analysed. Each of yield strength, tensile strength of parent material and tensile strength of weld metal was selected as a main parameter for each estimation equation respectively. All the estimation equations yield almost same values for each type of steel regardless the type of main parameter selected. Considering the behaviour of fillet welded joints and for practical purposes, it is proposed that the equation with tensile strength of parent material is to be used in design codes. The comparison with the proposed nominal strengths of fillet welds shows that the existing design codes could lead to an uneconomical result for low strength steels and lie on an unsafe side for high strength steels.

• Journal of Korean Society of Steel Construction
• /
• v.17 no.3 s.76
• /
• pp.357-363
• /
• 2005

There is a great need for high-strength steel especially for the high-rise steel building structure. High-strength steels, however, may have mechanical properties that are significantly different from those of the conventional steels. The application of high-strength steels to building structures should be reviewed as to whether the inelastic behavior equivalent to that of conventional steels can be attained or not. In this study, SM570TMC steel was tested to evaluate buckling strength under axial compressive force. The comparison tests for local buckling strength evaluation of box-type and H-shaped welded columns were performed with variable width-thickness ratios. As for the experimental check, the maximum strength of stub column was determined by local buckling as far as the limit of width-to-thickness ratio was satisfied with current design codes. Also, the strength of the stub column did not decrease suddenly by local buckling before maximum strength even when the ratio is not satisfied. The buckling strength of SM570TMC steel was higher than both ASD (Allowable Stress Design) and LRFD (Load and Resistance Factor Design) specifications.