• 한국해양공학회지
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• 제20권5호
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• pp.63-69
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• 2006

An isolated bridge using a laminated rubber bearing provides an elastic support of continuous span and prevents the transmission of excessive seismic force from the substructure of the bridge, which uses a metal bearing, as this permits a relative displacement between the super-and substructure. Hawever, this kind of bridge is caused long periodic, as a result of enlargingtotal thickness of the rubber, since it corresponds to temperature change and increases the horizontal displacement of the superstructure. This paper uses a numerical study to describe the pounding problem between adjacent decks when subjected to a strong earthquake. Furthermore, numerical results are clarified for the buffer rubber used to mitigate the pounding force between adjacent decks.

• 한국지진공학회논문집
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• 제18권4호
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• pp.193-200
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• 2014

This paper examines the pounding problem between adjacent decks subjected to strong earthquakes. The elastomeric bearings in an isolated bridge reduce the stresses on the superstructure and cushion the impact by transferring smaller seismic forces to the substructure. On the other hand, these bearings also allow large horizontal displacement of the superstructure due to seismic forces. Bridges having various supporting soil conditions and different frequency ratios between adjacent decks are investigated by numerical analysis. In the analysis, decision making is conducted whether the collision took place or not and, the magnitude of pounding force and the duration time of collision are obtained and the results are discussed.

• 콘크리트학회지
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• 제10권6호
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• pp.161-168
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• 1998

본 연구는 수직전단하중에 대한 프리캐스트 바닥판간 이음부거동을 규명하고 수직전단력 전달에 유리한 이음부 구조도출을 위해 female-female 형식의 이음부를 제안하고, 실험 및 유한요소해석을 수행한 것이다. 경사각, 이음부깊이/높이 및 구속응력을 변수로 총 18개의 실험체에 대한 실험 및 유한요소해석결과 ,이음부의균열저항성 개선을 위해서는 경사각이 60。, D/H가 1/4일 경우가 유리하며 측방향구속으로 이음부를 압축상태로 유지하는 것이 이음부 균열방지에 효과적임을 알았다.

• 한국산업융합학회 논문집
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• 제9권3호
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• pp.215-220
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• 2006

Recently, steel-concrete composite slab decks have been widely used as highway bridge decks. In the construction of the composite slab decks, it is necessary to join two adjacent blocked bottom plates to form one unite in the longitudinal direction. In this paper, several types of longitudinal direction joints for Robinson type composite slab decks ared proposed herein and static bending test are carried out by using slab specimens. And the stress and deformation of the tensile grip connection with high strength bolts are discussed by using three-dimensional elastic-plastic FEM.

• Steel and Composite Structures
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• 제52권1호
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• pp.77-87
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• 2024

Analytical methods for assessment of the out-of-plane buckling of unbraced top chords of truss bridges may look obsolete while comparing them to finite element analysis. However they are, usually, superior when rapid assessment is necessary. Analytical methods consider the top chord as a bar on elastic supports provided by bracing (Holt, Timoshenko). Correct assessment of the support elasticity (stiffness) is crucial. In the case of truss bridge spans of traditional structural layout (cross-beams at the truss chord nodes only), the elasticity may be set based on the analysis of the, so called, U-frame stiffness. Here the analyses consider the U-frame itself (a pair of verticals and a cross-beam) or the U-frame with adjacent diagonals or the pair of diagonals (in the absence of verticals) and the members of the bottom chord in the adjacent panels. For all the cases, the stability analysis of the chord as a bar in compression is necessary. Unfortunately, the method cannot be applied to contemporary truss bridges without verticals, that usually have independent cross-beam decks (the cross-beams attached to truss chords at their nodes and between them). This is the motivation for the analysis resulting in the method of setting the stiffness of the equivalent U-frame for the aforementioned truss bridges. Truss girders of both, gussetless and gusseted, joints are taken into account.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1997년도 봄 학술발표회 논문집
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• pp.185-191
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• 1997

The study presents the linear dynamic analysis of bridges under vehicular movement to examine the performance characteristics due to the various structural and loading conditions. The road surface roughness and bridge-vehicle interactions are considered. The road surface profiles for the approaching roadway and bridge decks are generated from power spectral density functions for different road roughness conditions. A new filtering method using the wheel trace is proposed to obtain the more rational bridge-vehicle interactions from the randomly generated road surface. The dynamic responses of various bridges designed according to current design practice are examined, in which important structural parameters(such as span length, girder spacing, etc.) are considering systematically. In addition, the traffic conditions of multi-truck traveling either consecutively on the same lane or side-by-side on the adjacent lanes are also evaluated.

• 한국환경농학회지
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• 제28권4호
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• pp.340-346
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• 2009

Chromated copper arsenate (CCA) is a chemical wood preservative that has been intensively used to protect wood from decay during the last few decades. CCA is widely used to build structures such as decks, fences, playgrounds and boardwalks. However, structures constructed of CCA-treated wood have caused adverse environmental effects due to leaching of Cr, Cu and As into surrounding soils. This research was conducted to monitor the vertical and horizontal distribution of Cr, Cu and As in soils adjacent to CCA-treated wood structures in Korea. Two structures constructed with CCA-treated wood were selected at Hongcheon and Chuncheon in Gangwon Province, South Korea. Eleven soil profile samples were collected at depths of 0 to 80 cm at each site, while 12 surface soil samples were collected at distances of 0 to 200 cm from each structure. The soil chemical properties, soil particle size distribution and total metal concentrations were then determined. The results revealed that soils near CCA-treated wood structures were generally contaminated with Cr, Cu and As when compared to the background concentration of each metal. In addition, the concentrations of Cr, Cu and As in soils decreased as the vertical and horizontal distance from the structure increased. Further studies should be conducted to evaluate the mobility and distribution of these metals in the environment as well as to develop novel technologies for remediation of CCA contaminated soils.

• 한국조경학회지
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• 제29권5호
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• pp.60-70
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• 2001

This landscape design proposal was presented to a design competition for Gwangjin-gu Community Center and Assembly Hall. The site is located in 227-7 Jayang-dong, Gwangjin-gu, Seoul and is part a block designated as \`Kunkuk University Detailed Planning District\`. The judging criteria for landscape design set by the Gwangjin-gu could be articulated as follows: an identity of Gwangjin-gu, a relationship with surrounding environment, a locale as a community center of Gwangjin-gu, and an environment-friendly design. An identity of Gwangjin-gu was expressed by introducing lends and decks around the building which were transformed from the image of the old Gwangjin Ferry. The concept\` was strengthened by \`Nori-madang\` or Korean version of \`plaza\` which was designed by a motive of \`mungsuk\` or Korean old fashioned straw mat. An ambiguous relationship between the site and the surroundings was set by \`transparent exhibition frame\` which not only bleaks the massive Chungdam-daegyo, an elevated road, and frames it into small parts, but also attracts pedestrians toward the site-the \`park\`. Pedestrians from the adjacent\` Nengdong-ro Walkable Streets\` views the site through the many parts of frames. By introducing diverse resting and dynamic spaces for many kinds of cultural activities the site could function as a locale of the Gwangjin-gu community. The main paving system reflects the environment- friendly design. It was detailed by \`PC-block-deck-paving\` which was elevated from the ground so that rains could be absorbed.

• 전산구조공학
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• 제10권3호
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• pp.233-240
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• 1997

본 연구에서는 다양한 구조 및 하중조건에 대하여 중차량의 주행에 의한 충격효과를 분석하였다. 중차량 주행시의 다주형 강판형교의 동적해석에서는 노면조도 및 차륜-바닥판 사이의 상호작용을 고려하였다. 진입로와 교량바닥판의 노면형상은 각 노면조도에 따라 지수 스펙트럴 밀도 함수를 사용하여 생성시켰으며, 교량바닥판과 차륜사이의 상관력을 좀더 합리적으로 반영하기 위해 개선된 후처리기법을 사용하여 보정하였다. 또한 교량진입부에서 발생할 수 있는 바닥판과 진입로사이의 단차조건도 분석하였다. 현행 도로교 표준 시방서에 준하여 설계된 다양한 교량들에 대하여 동적거동에 중요한 영향을 미치는 구조인자들(경간장, 주형간격 등)의 영향을 체계적으로 검토하였다. 다양한 주행속도에 따른 단일주행에 의한 기본적인 하중상태 뿐만 아니라 동일차선 및 인접차선을 주행하는 다수 차량의 하중조건도 검토하였다.

• 한국전통조경학회지
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• 제38권2호
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• pp.14-30
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• 2020

본 연구는 조선후기 회화식 고지도가 제작 당시 선조들이 인지했던 장소명이 표기된 개념도라는 점에 착안하였다. 이에 평양성(平壤城)의 회화식 고지도 다섯 점을 대상으로 하여 역사적 고도(古都), 상업 도시, 풍류 도시라는 문화적 정체성을 지닌 평양성의 인문경관 특성을 다음과 같이 도출하였다. 첫째, 평양성의 역사적 정통성은 제례·종교시설이 대표하였는데, 국가의 시조와 관련된 '단군전(檀君殿)'과 '기자궁(箕子宮)', 고구려 유적인 '문무정(文武井)', 그리고 '사직단(社㮨壇)', '평양강단(平壤江壇)' 등 국가 제사를 지내던 곳, 교육과 제례 기능을 담당한 향교와 서원, 불교 사찰과 도교 시설들, '용신당(龍神堂)', '산신당(山神堂)', '제신단(諸神壇)'과 같은 민간신앙 공간이 포함되었다. 소중화(小中華) 의식과 기자 존숭 풍조로 평양성의 상징이 된 기자 관련 시설이 평양성 전체 영역에 분포된 반면, 북성에는 고구려 동명왕 관련 시설, 대동강 변에는 기복신앙 공간이 분포한다. 둘째, 평안도 경제 중심도시 평양의 상업 경관은 물류·교통시설로 드러났는데, 운수 기능을 담당한 대동강에 '양명포(揚命浦)', '청룡포(靑龍浦)', '왜성진(倭城津)' 등 포구와 주요 교통로를 연결하는 '영제교(永濟橋)', '강동교(江東橋)' 등 많은 다리가 있었다. 외성 영역에 물류 운반과 관리에 편리하도록 '정전도로'가 펼쳐지고, 주요 성문의 도로변과 감영 근처에 평양부 관할 읍의 이름이 붙여진 많은 창고들이 분포하였다. 또한 위계를 가진 도로로 질서정연하게 구획된 시가지와 평양성 주요 진입 도로변에 조성된 버드나무의 '북장림(北長林)'과 느릅나무가 포함된 혼합림으로 구성된 '십리장림(十里長林)'이 만든 선형 경관이 특징적이었다. 셋째, 풍류 도시는 위락시설의 분포로 가시화되었다. 내성에 인접한 대동강변은 성 안쪽으로 연결되는 운하와 축대를 쌓은 접안시설, 화물선이 정박한 포구 등 인공경관 특성을 보이지만, 자연스러운 하안을 가진 북성 주변은 '부벽루(浮碧樓)', '을밀대(乙密臺)', '최승대(最勝臺)', '함벽정(涵碧亭)' 등 다수의 누·정·대와 '청류벽(淸流壁)', '장방호(長房壺)'라는 바위글씨가 있었다. 대동강이 보이지 않는 내성에는 '오순정(五詢亭)'과 '벽월지(壁月池)', '사창(司倉)' 인근 반월지, 방지 내 섬에 조성된 '애련당(愛蓮堂)'이 수경관을 연출하고, 중성 서쪽 성곽에는 실용적 목적으로 지당들이 배치되었으며, 기자와 관련된 버드나무 식생 경관이 반복되었다. 또한 칠성문(七星門) 부근에 입지한 기생들의 장지 '선연동(嬋娟洞)'은 문인들의 시제로 사용되며 평양성의 풍류 이미지를 만드는데 기여하였다.