• Proceedings of the Korea Concrete Institute Conference
• /
• 2010.05a
• /
• pp.395-396
• /
• 2010

The purpose of this research is that development of fire-high resistance concrete for high-rise buildings is carried out with a test, which is for confirmation of fire-resistance capacity of 80MPa high-strength concrete. In this test, self-developed Polymix to confirm fire-resistance capacity of high-strength concrete in domestic high-rise buildings recently is applied.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
• /
• 2003.07a
• /
• pp.432-435
• /
• 2003

최근 초고압 케이블 절연체로 XLPE(가교 폴리에틸렌)이 널리 사용되어 지면서 XLPE의 여러 물리 화학적 특성에 따른 절연 성능에 관한 연구가 활발히 이루어지고 있다. 이러한 XLPE 절연층은 제조과정에서 압출과정을 거쳐 도체를 감싸게 되는데 이 과정에서 흐름 패턴으로 나타나는 비등방성(anisotropy)을 띠게된다. 본 논문에서는 초고압 XLPE 케이블에서 시계 방향으로 나타나는 비등방성(anisotropy)이 나타내는 기계-전기적 특성을 인장강도(tensile strength), 트리 개시전압 및 개시시간을 측정한 결과를 토대로 고찰해 보았으며, 이러한 비등방성이 초고압 XLPE 케이블의 절연 성능에 영향을 주는 인자로 고려되어야 함을 알 수 있었다.

• Proceedings of the Computational Structural Engineering Institute Conference
• /
• 2010.04a
• /
• pp.243-246
• /
• 2010

본 연구에서는 초고층 건물의 구조시스템에 대한 다양한 대안으로부터 각 대안의 성능을 합리적으로 평가하는 방법을 연구하였다. 이를 위해 우선, 대안평가를 위한 평가항목과 각 평가항목별 평가기준을 도출하고, 도출된 기준에 따라 평가결과를 산정하는 방법을 제안하였다. 그리고 평가항목간의 관계와 평가항목의 중요도를 산정하고, 퍼지적분을 이용하여 평가결과를 종합화하는 방안을 제안하였다. 평가항목은 크게 세가지로 이에는 구조성능, 경제성, 공기가 있다. 대안에 대한 평가는 예비평가, 본평가, 실시평가의 세 단계로 이루어지며, 각각 보수적인 관점에서와 낙관적인 관점에서의 평가를 실시하고 주어진 평가결과를 바탕으로 최종적으로는 엔지니어가 대안을 선정하는 방향으로 평가를 진행한다.

• Proceedings of the KIEE Conference
• /
• 2005.07c
• /
• pp.1968-1970
• /
• 2005

송전 용량 증대 및 초고압 케이블 컴펙트화를 위해, 최근 고내력 케이블에 관한 연구가 전세계적으로 활발히 진행되고 있으며, 이러한 추세에 대응코자 당사에서는 고내력 케이블 개발에 있어서 첨가제 투입에 따른 절연 능력 향상에 관한 연구를 진행하여왔다. 본 연구에서는 케이블 절연 능력 향상을 위하여 반도전 컴파운드에 첨가제를 투입하여 반도전과 절연의 계면 특성을 향상시킴으로 절연체의 절연파괴능력 향상시키고자 하였으며, 계면 특성의 향상은 절연 파괴능력 향상으로 이어짐을 확인 할 수 있었다. 또한 상기의 연구결과에 따라 제조된 케이블은 기존 케이블과 비교하였을 때 매우 우수한 절연파괴 특성을 나타냄을 확인하였으며, 그 결과 절연 두께를 비약적으로 감소시킬 수 있었다. 본 논문은 상기 절연 성능 향상에 관한 메커니즘 및 IEC 62067에 따라 진행된 초고압 XLPE 케이블의 type test 결과를 중심으로 기술하였다.

• Journal of Korean Association for Spatial Structures
• /
• v.11 no.4
• /
• pp.79-88
• /
• 2011

Recently, complex-shaped tall buildings represented by 3T(Twisted, Tapered, Tilted) are planed largely. A diagrid structural system is one of the most widely used structural system for complex-shaped tall buildings because of its structural efficiency and formativeness. Plans for tilted tall buildings are largely presented because of beauty of a sculpture and many of buildings use diagrid structural systems. Lateral displacements of tilted tall buildings are induced by not only lateral loads but also self weight. Therefore, reduction of lateral responses of tilted tall buildings is as important as typical tall buildings. In this study, a smart TMD is introduced to reduce seismic responses of tilted diagrid tall buildings and its control performance is evaluated. MR damper is employed for the smart TMD and ground-hook controller is used as a control algorithm for the smart TMD. 100-story tall building is used as an example structure. Control performances of uncontrolled case, controlled case with TMD and controlled case with smart TMD are compared and investigated. Numerical simulation has shown that smart TMD presented good control performance for displacement response but acceleration response was not controlled well.

• 전기산업
• /
• v.11 no.3
• /
• pp.17-28
• /
• 2000

• 전기의세계
• /
• v.30 no.6
• /
• pp.330-337
• /
• 1981

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.31 no.5A
• /
• pp.379-387
• /
• 2011

According to the development of ultra-high performance concrete (UHPC), its mechanical performance have been known as superior than normal and/or high performance concrete. However, its construction and structural safety must have studied with revisions and supplements. In this study, tests have been performed on UHPC precast segment joint with different levels of joint types and lateral forces under direct shear. From the results of the experimental tests, it can be concluded that the properties of the referred joints are significant for the resistance of shear behavior, and the increase of lateral force in these joints may suggest as critical lateral stress on that behavior.

• Journal of the Korea Concrete Institute
• /
• v.23 no.1
• /
• pp.31-38
• /
• 2011

In this study, in order to observe the behaviors of fiber reinforced polymer (FRP) strengthened and steel fiber reinforced concrete specimens for impact and static loads, flexural and punching tests were performed. For the one-way flexural and two-way punching tests, concrete specimens with the dimensions of $50{\times}100{\times}350$ mm and $50{\times}350{\times}350$ mm were fabricated, respectively. The steel fiber reinforced concrete specimens showed much enhanced resistance on two-way punching of static and impact loads. In addition the FRP strengthening system provided the outstanding performance under a punching load. Because of a large tensile strength and toughness of ultra high performance concrete (UHPC), the UHPC specimens retrofitted with FRP showed marginally enhanced strength and energy dissipating capacity.

• Journal of the Korean Vacuum Society
• /
• v.10 no.1
• /
• pp.93-97
• /
• 2001

We introduce the structure and the capability of a UHV x-ray scattering system constructed for surface structural studies. The system consists of vacuum parts required for surface preparation and a vertical-horizontal diffractometer using the S2D2 geometry. To illustrate the capability of the system, we measured the 7$\times$7 reconstruction peak of a Si (111) surface. The peak count rate was 216 counts/sec and the domain size of the 7$\times$7 reconstruction was larger than 1600 $\AA$. This demonstrates that the system is capable of providing surface structural information.