• Journal of the Korea Construction Safety Engineering Association
• /
• v.2 no.1 s.3
• /
• pp.82-92
• /
• 1992

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.16 no.5
• /
• pp.3557-3566
• /
• 2015

In the case of elevated railway station in which railway is connected with superstructure of station, vibration and noise level is relatively higher than those of general structure type station due to structural characteristic which transmits vibration directly. Therefore, characteristic understanding of structural vibration and accompanying structure cause noise and establishment of reduction plan through the results are in need. Test and analysis are performed in this research to consider correlativity between structural vibration and accompanying structure cause noise when external forces are applied on standard slab and floating slab which is able to isolate vibration. By producing and loading on standard and floating slab, vibration and noise response are measured while simulation using numerical analysis, finite element method and SEA method is performed. The results about structural dynamic behavior of slab, correlativity between structural vibration and noise, reduction performance of floating slab is deduced through the analysis of tests.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.16 no.4
• /
• pp.2911-2916
• /
• 2015

The elevated railway station, above which a train is passing, is vulnerable to noise and vibration compared to other station types. To better identify the vibration characteristics of the elevated railway station, the transferred vibration from approach bridges should be analyzed. In this paper, through experiments and simulations, the transfer characteristics of the vibration from approach bridges is analyzed. The study structure is Geomgok station and the anaylses are conducted using ABAQUS three dimensional numerical model. To identify the change in the transfer characteristics for various bearing types, the analyses are performed considering mechanical properties of bearing for railway bridges. The measurement is performed using the accelerometers attached to the approach bridges and the station structure along the passing path of trains.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.21 no.2
• /
• pp.24-33
• /
• 2017

Domestic urban railway underground station structures, which were built in the 1970s ad 1980s, had been constructed as Cut-and-Cover construction system without seismic design. Because the trends of earthquake occurrence is constantly increasing all over the world as well as the Korean Peninsula, massive human casualties and severe properties and structures damage might be occurred in an non-retrofitted underground station during an earthquake above a certain scale. Therefore, to evaluate the retrofit effect and soil-structure interaction of seismic retrofitted underground station, a centrifugal shaking table test with enhanced stiffness on its structural main member are carried out on 1/60 scaled model using the Kobe and Northridge earthquakes. The seismic retrofitted members, which are columns, side walls, and slabs, are evaluated to comparing with existing non-retrofitted centrifuge test results Also, to simulate the scaled ground using variation of shear velocity according to site conditions such as ground depth and density, resonant column test is performed. From the test results, the relative displacement behavior between ground and structures shows comparatively similar in ground, but is increased on ground surface. The seismic retrofit effects were measured using relative displacements and moment behavior of column and side walls rather than slabs. Additionally, earthquake wave can be used to main design factor due to large structural deformation on Kobe earthquake wave than Norhridge earthquake wave.

• Journal of the Society of Disaster Information
• /
• v.10 no.2
• /
• pp.274-281
• /
• 2014

Since the vibration induced by a train is transferred directly to a station via a roadbed structure, the elevated station is particularly vulnerable to noise and vibration. To establish more appropriate measures to reduce vibration, the structural behavior and damping characteristics depending on the structural type and the composition of a elevated station should be identified, because the noise inside the station is mainly structure borne noise by the vibration of a station structure. In this paper, the vibration characteristic changes depending on mechanical connection types between an elevated station and a connected bridge are analyzed. The finite element model for Daecheon Station is constructed for the purpose of this study, and the analysis is performed using ABAQUS. The analyses are conducted for with and without bridge connections, and for the bridge connections, ramen and bearing types are considered in the analysis.

• Proceedings of the Computational Structural Engineering Institute Conference
• /
• 2000.04b
• /
• pp.3-24
• /
• 2000

이 글에는 문화사적으로 고려한 건설공학의 위치와 구조물의 제 5 기본 개념으로서의 복합재료 그리고 건설 재료로서의 섬유 복합재료의 대두는 역사적인 필연성에 의한 것임이 설명되어 있다. 여러 나라에서의 섬유 복합재료의 건설에 대한 응용 현황과 여러 학계의 움직임이 설명되고 앞으로의 연구방향이 간략하게 설명되어 있다.

• Journal of Korean Association for Spatial Structures
• /
• v.4 no.3 s.13
• /
• pp.93-101
• /
• 2004

Structural systems have a lot of architectural meaning concerning historical context of structural technology. Therefore, surveying constructed examples and their constructed year, the character and development of various formations of structure systems with non-rigid member were investigated. At the result, the early modem structure systems with non-rigid member were made up from the cable structures, then membrane structures have mainly used after 1970's. The early structural systems had intended to make the large scale space, after 1970's, they have been adopted into the smaller scale space structure, and cable net structure, pneumatic structure and dome typed hybrid membrane system tend to compose the larger scale spare structure.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.20 no.4
• /
• pp.94-103
• /
• 2016

For elevated railway station on which track is connected with superstructure of station, structural vibration level and structure-borne-noise level has exceeded the reference level due to structural characteristics which transmits vibration directly. Therefore, existing elevated railway station is in need of economical and effective vibration reduction method which enable train service without interruption. In this study, structural vibration non-transmissible system which is applied to vibroisolating material for column member is developed to reduce vibration. That system is cut covering material of the column section using water-jet method and is installed with vibroisolating material on cut section. To verify vibration reduction effect and structural performance for structural vibration non-transmissible system, impact hammer test and cyclic lateral load test are performed for 1/4 scale test specimens. It is observed that natural period which means vibration response characteristics is shifted, and damping ratio is increased about 15~30% which means that system is effective to reduce structural vibration through vibration test. Also load-displacement relation and stiffness change rate of the columns are examined, and it is shown that ductility and energy dissipation capacity is increased. From test results, it is found that vibration non-transmissible system which is applied to column member enable to maintains structural function.

• Proceedings of the Korea Air Pollution Research Association Conference
• /
• 2000.11a
• /
• pp.359-360
• /
• 2000

서울시 지하철은 일 평균 400만명 이상의 높은 수송율로 교통난 해결에 일조하고 있으나 지하역사내 공기질 오염도에 대한 사회적 관심이 증가하고 있는 실정이다. 지하역사내 오염물질 발생은 주로 흡기시설 및 열차풍에 의한 외부공기의 유입과 승객들에 의한 외부먼지의 유입을 들 수 있으며, 역사내부의 구조물에서 자체 생성되는 물질을 포함할 수 있다(김윤신 등, 1996). (중략)

• Journal of Welding and Joining
• /
• v.4 no.2
• /
• pp.12-20
• /
• 1986

본 고에서는 해양개발 수단으로서의 해양구조물을(선박, 해저탐사선등 분야는 제외한) 대상으로 하여 이의 제작을 위한 용접에 관련하여 제한적 범위내에서 아래와 같이 제목을 설정하여 서술 코저 한다. 1) 해양구조물의 정의 2) 해양구조물의 역사 3) 해양구조물의 분류 4) 해양구조물용 강자 5) 해양구조물 용접용 용접재료 6) 해양구조물 거조 현황 일차로 위 항목들 중 1)-3)까지를 1회분으로 하고저 한다.