• Journal of the Korea institute for structural maintenance and inspection
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• v.28 no.2
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• pp.17-26
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• 2024

In recent times, accidents involving structural elements, formwork, and shore have been persistently occurring during concrete pouring, especially in multi-story reinforced concrete (RC) structures. In previous studies, research on construction load analysis was mainly conducted for cases where the thickness of all slabs is constant. However, when the thickness of some slabs is different, the variation in the stiffness of slab cross-sections can lead to different distributions of construction loads, necessitating further investigation. In this study, the slab thickness was set as a variable, and the analysis of the distribution of construction loads was conducted, taking into account the influence of changes in slab thickness on the concrete stiffness and structure. It was confirmed that not only the concrete material stiffness but also the slab cross-section stiffness should be considered in the estimation of construction loads when the slab thickness changes. As the slab thickness increases, the maximum construction load and maximum damage parameter on the layer with increased thickness significantly increase, and it was observed that a thicker slab results in a higher proportion of construction load.

• The Journal of the Korea Contents Association
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• v.16 no.4
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• pp.114-122
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• 2016

Concrete is cost-benefit and high-durable construction material, however durability problem can be caused due to steel corrosion under chloride attack. Recently deicing salt has been widely spread in snowing season, which accelerates micro-cracks and scaling in surface concrete and the melted deicing salt causes corrosion in embedded steel. The previous governing equation of Fick's 2nd Law cannot evaluate the deteriorated surface concrete so that another technique is needed for the surface effect. This paper presents chloride penetration analysis technique for concrete subjected to deicing salt utilizing multi-layer diffusion model and time-dependent diffusion behavior. For the work, field investigation results of concrete pavement exposed deicing salt for 18 years are adopted. Through reverse analysis, deteriorated depth and increased diffusion coefficient in the depth are evaluated, which shows 12.5~15.0mm of deteriorated depth and increased diffusion coefficient by 2.0 times. The proposed technique can be effectively applied to concrete with two different diffusion coefficients considering enhanced or deteriorated surface conditions.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.33 no.2
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• pp.141-148
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• 1997

This paper is concerned with the vibration control of multi-layer structure for ultra-tall buildings and main tower of large bridge etc. We have modeled the multi-layer structure with the distributed mass system as the lumped mass system of two-degree-of-freedom structure and made experimental equipment. The LQ optimal control theory is applied to the design of the control system. The designed control system is simulated by computer. As a result, the LQ regulator showed good vibration control performance with impact excitation.

• Journal of Power System Engineering
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• v.2 no.2
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• pp.41-46
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• 1998

This paper presents the vibration control for the two degree-of-freedom which is a reduced model of multi-layer structure. This reduced model is designed for the first and second order resonance in the low frequency domain where the disturbance such as the earth quake has the large energy. And a designed controller using the LQ type $H_{\infty}$ control theory shows the good performance for the impulse disturbance through the experimental results and the simulation results respectively.

• Journal of KSNVE
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• v.7 no.5
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• pp.803-810
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• 1997

This paper is concerned with the vibration control of multi-layer structure for ultra-tall buildings and main tower of large bridge etc. We have modeled the multi-layer structure with the distributed mass system as the lumped mass system of two-degree-of-freedom structure and made experimental equipment. The $H_\infty$control theory was applied to the design of the control system. The designed control system was simulated by computer. As a result, the designed $H_\infty$controller showed the good vibration control performance to impulse response and frequency response.

• Journal of the Earthquake Engineering Society of Korea
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• v.5 no.2
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• pp.83-91
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• 2001

본 연구에서는 2차원 평면상에서 자유장응답 해석을 위하여 유한요소-경계요소 조합에 의한 수치해석기법을 개발하였다. 전체 계를 외부영역과 내부영역으로 구분하였다. 외부영역은 동적 다층반무한 기본해를 이용한 경계요소로 모형화되고 내부영역은 유한요소로 모형화하여 조합하였다. 다층지반의 외부에서 입사하는 지진에 의한 지진응답해석을 수행하기 위하여 동적기본해를 이용한 자유장응답해석을 수행하였다. 지진응답해석에서는 지반의 전단병형률에 따라 변화하는 비선형특성을 모형화하기 위해 등가선형화기법을 적용하였다. 지진응답해석의 검증에 의하여 해석결과를 상용프로그램의 결과와 비교하였다. 결과적으로 지진응답해석을 효과적으로 수행할 수 있는 수치해석기법을 개발하였고 구조물이 있는 경우로의 확장돠 가능하게 되었다.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2010.06a
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• pp.217-217
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• 2010

산화물유전체/금속/산화물유전체(D/M/D) 구조의 투명전극은 우수한 통전성과 투광성을 갖는 동시에 근적외선 및 전자파 차폐가 가능하여 각종 디스플레이 장치로의 응용을 위해 많은 연구가 진행 중이다. 이러한 구조의 다층막의 경우 금속층과 산화물층간 계면에서의 산소확산으로 인한 광학적, 전기적 특성 저하가 문제가 되고 있다. 본 연구에서는 층간 산소확산방지를 통해 다층막의 전기적 특성을 개선하기 위해 $TiO_2$/Ag/$TiO_2$, $TiO_2$/ZnS/Ag/ZnS/$TiO_2$ 구조의 다층막을 DC/RF 마그네트론 스퍼터를 이용하여 제조하여 ZnS 박막이 다층막의 특성에 미치는 영향을 비교 평가하였다. 제조된 박막의 전기적, 광학적, 계면 특성을 4-point probe, Spctrophotometer, AES을 이용하여 분석하였으며 PDP필터용 전극으로의 적용 가능성을 평가하였다.

• Proceedings of the International Microelectronics And Packaging Society Conference
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• 2002.11a
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• pp.177-179
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• 2002

A1$_2$ $O_3$기판재료의 $K_{IC}$ 증가를 위한 재료설계를 시도하였다. 먼저 A1$_2$ $O_3$기판을 구성하는 A1$_2$ $O_3$다층구조물에 적절한 다공성 중간층을 삽입하는 샌드위치 구조물을 제조하였다. 제조된 A1$_2$ $O_3$구조물의 미세구조를 관찰하였고, Vickers 경도와 three-point bending test를 통해서 단일조성 구조물과 샌드위치 구조물의 경도와 인성 측정치를 비교하였다. 다공층을 삽입한 A1$_2$ $O_3$샌드위치 구조물의 Single-Edge Notched Beam이 단일 조성의 구조물에 비해 파괴강도와 인성이 향상되는 결과를 얻었다.

• Proceedings of the Korean Nuclear Society Conference
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• 1995.05b
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• pp.1011-1016
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• 1995

구조물의 미지구조계수를 추정하기 위한 방법으로 신경망이론을 사용하였다. 다층퍼셉트론과 Gaussian Basis function Network의 장점을 살리기 위해, 복합신경망을 제안하였으며, 제안된 신경망이 학습시 수렴속도가 향상되고, 적절한 분할확대의 수를 결정하면 일반화 성능도 유지할 수 있음을 확인하였다. 적단건물모형에 대하여 구조계수추정의 절차를 설명하였으며, 제안된 신경망의 효율성을 보였다.

• 대한공업교육학회지
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• v.35 no.2
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• pp.224-237
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• 2010

When the underwater structure sails high speed, noise and vibration propagate to the sensor in the nose of the dome. In this paper, to avoid this kind of noise and vibration CRP(Carbon Reinforced Plastic) material and SNORE ring(Self-NOise REduction Ring) are attached at the curved structure and simulates its isolation characteristics using commercial software. Vibration displacement and stress are calculated at the planar sensor array. The material of the curved structure is aluminum and maximum outer diameter is 53Omm, 215mm in length, 270mm in planar diameter, respectively. Based on the simulation results, reduction ratio of the received normal stress at the sensor is above 95% at the frequency of 12kHz and 15kHz. At the mid point of the planar sensor the normal stress is higher than 20mm and 40mm apart. This results can be used to increase the sensitivity of the acoustic sensor as a basic data.