• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2003.10a
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• pp.101-106
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• 2003

항공기 외부 장착물인 POD는 전자전 방해장치(ECM, electronic counter measures)로서 전자방해 장비 및 부분 부품인 전ㆍ후방 러그(lug)와 외부 케이스로 이루어져 있다. POD는 항공기 외부 동체 하단부 및 파일런(pylon)에 장착되어 작동하므로 항공기의 운용중 이륙부터 착륙간의 기동에 의한 피로하중을 주로 받게 되므로 POD 부품들에 대한 구조 건전성 확보하기 위해서는 MIL-STD-1530의 요구에 따라 내구성(durability) 및 손상허용설계(damage tolerance design) 의 평가가 요구되고 있다.(중략)

• Journal of the Korea Concrete Institute
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• v.15 no.2
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• pp.288-296
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• 2003

Generally, application of steel pipe pile as deep foundation member needs special requirement for the connection method between steel pipe pile and concrete footing. Even though two types of connection method are suggested in the related specification, type B-method is provident. To investigate real structural behavior of type B connection, several load tests are done with carefully designed experimental system. The purpose of this experiment is mainly focused on the understanding of actual behavior which can be predicted by design theory. At this research stage, vertical and lateral loading test are done for three types of specimen to review stress concentration, formation and behavior of imaginary RC column in the footing and effect of non-slip device installed in the steel pipe pile. The load resistance mechanism in these specific connection method is predicted based on both experimental results. The three-dimensional finite element modeling is also done for the purpose of comparison between numerical and experimental result. With all the results gained from experiment the structural behavior of imaginary RC column in the design concept is confirmed. The role of non-slip device is very important and it affects the resistance capacity with help of composite action of concrete and steel pipe pile.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.49-52
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• 2008

The plain and simple shape water front structure were designed and installed for wave protection and wave resistance. But the installation of these plain and simple structure cause deficiency of environmental affinity. Also the resonance phenomena from the reflective wave and shipwave of the harbor incident wave caused high tide and wave, consequently maintaining the tranquility of inside harbor, give difficulty for mooring the ship and loading-unloading, increase the possibility of ship collision at the quray wall and landing place To solve these problems, we develop the environmentally friendly wave dissipation block. And installation efficiency, stability of the blocks through experiment of C.E Block Joint.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.102-102
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• 2011

보는 하천에서 취수나 하상유지를 위한 하천횡단구조물로 일반적으로 본체, 물받이, 바닥보호공 등으로 구성되며 제방 연결부 호안 및 밑다짐 등에 대한 설계기준이 하천설계기준에 제시되어 있다. 그러나 태풍 루사나 매미에 의한 피해사례를 보면 하천 횡단 구조물 본체가 파괴되는 피해 뿐만 아니라, 구조물과 제방과의 연결부가 세굴이 발생되어 붕괴되는 사례가 많이 발생하고 있다. 하천설계기준 해설(2009)에는 이러한 보와 제방의 연결부 부분을 연결호안이라하여 관련 기준을 제시하고 있으나, 설치구간의 길이를 정할 때 하천의 규모나 하도의 특성을 고려하지 못하고 일률적으로 결정하도록 하고 있다. 이에 건설기술연구원의 '보 및 낙차공 설계기술 개발 연구보고서'(윤광석 등, 2006)에서는 고정상 실험을 통해 연결호안 설치구간에 대한 실험식을 제시하였다. 본 연구에서는 3차원 수치모의를 통하여 건설기술연구원에서 수행하였던 실험을 재현하고, 제방을 이동상으로 하여 인자들 간의 상호 관계를 밝히며, 그 특성을 분석하고자 한다. 그리고 윤광석 등(2006)에 의해 제시된 실험식에 적용하여 검증하였다. 수치모의는 유량을 $0.7{\sim}2.8m^3/sec$까지 변화하며 수행하였으며, 유사의 대표입경은 0.63mm로, 상류수심은 1.0m로 일정하게 유지하였다. 수치모의는 평형세굴 발생 후, 최소 모의시간의 10%정도 지난 시간까지 하였다. 수치모의 결과는 다음과 같다. (1) 유량이 증가함에 따라 유속 및 Froude 수가 증가하여 상 하류부 세굴 발생 범위와 폭은 증가하였다. (2) 상류는 하류에 비해 유량에 따른 세굴발생 범위가 상대적으로 작게 나타났으며, 이는 하류단에 비해 상류단의 유속 및 Froude 수의 차이가 작았기 때문인 것으로 판단된다. (3) 세굴의 폭을 측정함으로써 세굴에 가장 취약한 부분을 짐작할 수 있으며, 설계에 반영되어 호안이나 옹벽의 두께결정에 적용한다면 세굴에 대해 좀 더 안전한 설계가 될 수 있을 것이다. (4) 건설기술연구원(2006)에서 제시한 식(1)과의 비교를 통해 수치모의 결과가 식(1)로부터 계산된 값보다 작음을 알 수 있으며, 그 이유는 식(1)의 범위는 와류영역구간을 나타내서 연결호안 설치구간 길이를 제시하고 있는 반면, 본 연구의 수치모의 결과는 세굴이 발생한 범위를 제시하였기 때문이다. 향후 보 높이와 좀 더 다양한 유량에 대한 경우를 수치모의하고, 이동상 제방에 대한 실험을 통해 명확한 식을 제안 할 것이다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.17 no.2
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• pp.203-213
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• 2004

This study investigates the seismic responses of two structures connected by a sky-bridge equipped with viscoelastic dampers (VED) at the bridge-building connections. The applicability of the method is verified first by observing RMS (root-mean-squared) responses of two-degrees-of-freedom systems subjected to white noise ground excitation. Then model structures with various number of stories are analyzed using earthquake ground motions to observe the effect of the varying size of VED on the reduction of dynamic responses. According to the analysis results, there exists a proper size of VED which minimizes the structural responses. It is also observed that the effectiveness of VED increases as the difference of natural frequencies between the two connected structures increases.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.6
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• pp.21-29
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• 2014

This paper deals with the bonding characteristic of grouted joint connections of monopile support structures for offshore wind power facilities. For the integration of pile connection of wind power supporting structure, fiber reinforced high performance cementeous grout was developed and the ultimate compressive strength of it is 125MPa and the direct tensile strength is 7.5 MPa at 7 days. To assess the bond strength of grout filled in pile connection, small scaled direct bond tests under axially loaded was performed and analyzed according the existing guidelines. The fiber volume fraction (0%, 0.5% and 0.9%), aspect ratio of fiber (60 and 80) and the ratio of height to spacing of shear key (0.013 and 0.056) were adopted as the experimental variables. From the test results, the maximum bond strength among the all specimens was 30.8MPa and the bond strength of grouted connection was affected by the ratio of height to spacing of shear key than the fiber volume fraction.

• Journal of the Korean Society for Marine Environment & Energy
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• v.13 no.4
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• pp.296-304
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• 2010

The shoreline change caused by the construction of shore protection structures are discussed based on the example of Youngrang coast, Sokcho where the coastal erosion control system(CECS), three artificial headlands and two submerged breakwaters are being constructed. The study qualitatively analyzed the shoreline changes of Youngrang coast using available satellite/aerial photographs and camera photographs taken during the construction period of 6 years since 2002 for the artificial headlands construction. The main results from the study are as following. (1) Before the installation of the middle artificial headland, longshore drifts along Youngrang coast are transported in the NW-SE direction according to the seasonally different wave characteristics. (2) During the CECS construction the shoreline is continuously changed by altering the local longshore drift budget. Especially, the middle artificial headland induces considerable change of shoreline by blocking the sediment supply from the southern pocket beach to the northern pocket beach and by accelerating the sediment accretion at the wave shadow zone behind its head. It induces the asymmetry on the net longshore drift causing the significant erosion at the center of the southern pocket beach. (3) The study demonstrates that serious unintended erosion/accretion problem are possibly occurred due to local changes on the wave transformation and the sediment transport by the construction of coastal erosion control system.

• The magazine of the Korean Society for Advanced Composite Structures
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• v.5 no.3
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• pp.26-37
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• 2014

• Transactions of the Korean Society of Mechanical Engineers
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• v.12 no.3
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• pp.426-439
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• 1988

Dynamic properties such as stiffness and damping of mechanical joints are essential for the accurate prediction of the dynamic behaviors of the system and subsequent improvement of the design. So far several techniques, analytical, experimental, or both have been developed. A technique using condensed F.E.M. model and Experimental Modal Analysis is presented to identify the joint structural parameters. First, modal parameters of structure are measured by certain complex frequency obtained from experiment to match with the order of the Experimental Modal Analysis model. Finally by equating the modal parameters obtained from experiment with those of the condensed system, the unknown joint structural parameters can be identified. A simulation study is conducted to investigate the accuracy of technique. The experiments are performed with ball bearings in a rotor bearing system.

• Journal of the Korea Concrete Institute
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• v.14 no.6
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• pp.823-829
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• 2002

The composite frame system with reinforced concrete column and steel beam has some advantages in the structural efficiency by complementing the shortcomings between the two systems. The system, however has also a lot of problems in practical design and construction process due to the material dissimilarities. Considering these circumstances, this research is aimed at the development of the composite structural system which enables the steel beams to be connected to the R/C columns with higher structural safety and economy. Basically the proposed connection system is composed of four split tees, structural angles reinforced by stiffener, high strength steel rods, connecting plates and shear plates. The structural tests have been carried out to verify the moment transfer mechanism from beam flange to steel rods or connecting plates through the angle reinforced by siffener. The four prototype specimens have been tested until the flange of beam reached the plastic states. From the tests, no distinct material dissimilarities between concrete and steel have been detected and the stress transfer through wide flange beam - structural angle - high strength steel rod or connecting plate is very favorable.