• Title/Summary/Keyword: 교량복원

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Examination of Topographical Shape Change in River using Time-series Aerial Photo (시계열 영상정보를 이용한 하천 지형태 변화 검토)

  • Lee, Geun-Sang;Lee, Hyun-Seok;Hwang, Eui-Ho;Lee, Eul-Rae
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.2136-2140
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    • 2008
  • Recently environmental and ecological river management have been held in high repute, therefore it needs to river restoration and management works considering topographical shape of river. This study estimated the change of topographical shape in Gab- and Yudeung-River using time-series aerial photos. Especially, we selected location points of river facilities as weir and bridge that were built and removed and the confluence of Gab- and Yudeung-River. And we investigated the change of time-series flux and flow-direction. Also, through the estimation of sediment by river flow together, it is possible to supply decision making data that is very important to instream flow and environmental and ecological river restoration in urban stream.

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Luminous Characteristics of Buildings on Ground Viewed from Walkway of Cheonggecheon (청계천 산책로에서 바라본 지상건물의 조명환경 특성)

  • Shin, Hwa-Young;Kim, Bong-Kyun;Kim, Jeong-Tai
    • Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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    • 2005.11a
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    • pp.45-50
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    • 2005
  • 최근 복원된 청계천의 야간경간조명은 야간에 도심의 새로운 미관을 창출함으로써, 5.8Km에 이르는 체계적인 야간경관을 시각적으로 체험할 수 있는 공간의 역할을 하고 있다. 그러나 야간에 청계천의 수변산책로를 이용하는 사람에게는 문화유산, 휴식공간, 22개의 교량, 자연환경뿐만 아니라 지상건물이 시야 내에 존재한다. 특히 청계천 지상도로의 남북측면에 위치한 기존의 건물들은 청계천 복원과 관계없이 대부분 기존에 설치된 옥외조명을 사용하고 있다. 이에 본 연구는 청계천 수변공간 산책시 사람의 시야내에 나타나는 지상건물의 조명환경특성을 분석하여 청계천변 조명과의 통합된 이미지가 연출되는지의 여부를 분석하는 것이 연구목적이다. 이를 위하여 지상에 위치하고 있는 건물을 대체적인 용도에 따라 오피스지역, 상업지역, 주거지역 등 3개 지역으로 구분하여 이 지역에 쥐치한 대표적인 지상건물 표면의 휘도, 색온도, 색도를 측정하여 분석하였다. 조명학적 물리량을 분석한 결과, 지상에 위치한 건물들이 산책로를 이용하는 사람들의 시각환경에 영향을 미치는 것으로 나타났고 경관조명요소로서 지상건물의 조명환경을 적절히 보완해야 할 필요성이 나타났다.

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A Study on the Stability of Foundation for Piers of WoljungGyo Bridge Built in Ancient Silla (신라시대 교량 월정교 교각기초의 복원안정성 연구)

  • Lee, Kwang-Wu;Hong, Gigwon;You, Seung-Kyong
    • Journal of the Korean Geosynthetics Society
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    • v.18 no.4
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    • pp.273-286
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    • 2019
  • A derelict bridge called WoljungGyo was restored in Gyeongju, the capital city of ancient Silla. WoljungGyo was originally built in 760AD, and later rebuilt in 1280AD during the Goryeo Kingdom. The bridge lasted in working condition for at least 520 years. The bridge was uncovered to the remains of both abutments and four piers, with only one or two steps remaining. One of the foundation for piers showed evidence of partial settlement. The cause of the partial settlement is important for the successful restoration of the bridge so that an extensive investigation was carried out, which includes layer stratification by boring, 2-D stiffness profiling by surface-wave tests, and large scaled-plate load test for evaluating capacity. In addition to the field studies in the Woljunggyo bridge, 3-D finite element analysis was also conducted. Based on the results of the site investigation and the numerical analysis, it was concluded that the further ground improvement to build the piers was not necessary so that the gravels were placed and leveled underneath the existing pier stones to compensate partial settlement before the restoration.

The Abuse and Invention of Tradition from Maintenance Process of Historic Site No.135 Buyeo Gungnamji Pond (사적 제135호 부여 궁남지의 정비과정으로 살펴본 전통의 남용과 발명)

  • Jung, Woo-Jin
    • Journal of the Korean Institute of Traditional Landscape Architecture
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    • v.35 no.2
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    • pp.26-44
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    • 2017
  • Regarded as Korea's traditional pond, Gungnamj Pond was surmised to be "Gungnamji" due to its geological positioning in the south of Hwajisan (花枝山) and relics of the Gwanbuk-ri (官北里) suspected of being components to the historical records of Muwang (武王)'s pond of The Chronicles of the Three States [三國史記] and Sabi Palace, respectively, yet was subjected to a restoration following a designation to national historic site. This study is focused on the distortion of authenticity identified in the course of the "Gungnamji Pond" restoration and the invention of tradition, whose summarized conclusions are as follows. 1. Once called Maraebangjuk (마래방죽), or Macheonji (馬川池) Pond, Gungnamji Pond was existent in the form of a low-level swamp of vast area encompassing 30,000 pyeong during the Japanese colonial period. Hong, Sa-jun, who played a leading role in the restoration of "Gungnamji Pond," said that even during the 1940s, the remains of the island and stone facilities suspected of being the relics of Gungnamji Pond of the Baekje period were found, and that the traces of forming a royal palace and garden were discovered on top of them. Hong, Sa-jun also expressed an opinion of establishing a parallel between "Gungnamji Pond" and "Maraebangjuk" in connection with a 'tale of Seodong [薯童說話]' in the aftermath of the detached palace of Hwajisan, which ultimately operated as a theoretical ground for the restoration of Gungnamj Pond. Assessing through Hong, Sa-jun's sketch, the form and scale of Maraebangjuk were visible, of which the form was in close proximity to that photographed during the Japanese colonial period. 2. The minimized restoration of Gungnamji Pond faced deterrence for the land redevelopment project implemented in the 1960s, and the remainder of the land size is an attestment. The fundamental problem manifest in the restoration of Gungnamji Pond numerously attempted from 1964 through 1967 was the failure of basing the restorative work in the archaeological facts yet in the perspective of the latest generations, ultimately yielding a replication of Hyangwonji Pond of Gyeongbok Palace. More specifically, the methodologies employed in setting an island and a pavilion within a pond, or bridging an island with a land evidenced as to how Gungnamji Pond was modeled after Hyangwonji Pond of Gyeongbok Palace. Furthermore, Chihyanggyo (醉香橋) Bridge referenced in the designing of the bridge was hardly conceived as a form indigenous to the Joseon Dynasty, whose motivation and idea of the misguided restoration design at the time all the more devaluated Gungnamji Pond. Such an utterly pure replication of the design widely known as an ingredient for the traditional landscape was purposive towards the aesthetic symbolism and preference retained by Gyeongbok Palace, which was intended to entitle Gungnamji Pond to a physical status of the value in par with that of Gyeongbok Palace. 3. For its detachment to the authenticity as a historical site since its origin, Gungnamji Pond represented distortions of the landscape beauty and tradition even through the restorative process. The restorative process for such a historical monument, devoid of constructive use and certain of distortion, maintains extreme intimacy with the nationalistic cultural policy promoted by the Park, Jeong-hee regime through the 1960s and 1970s. In the context of the "manipulated discussions of tradition," the Park's cultural policy transformed the citizens' recollection into an idealized form of the past, further magnifying it at best. Consequently, many of the historical sites emerged as fancy and grand as they possibly could beyond their status quo across the nation, and "Gungnamji Pond" was a victim to this monopolistic government-led cultural policy incrementally sweeping away with new buildings and structures instituted regardless of their original space, and hence, their value.

Simulation of Improvement Method for Narrow Cross-Section in Hyungsan River Using HEC-6 (HEC-6를 이용한 형산강 협착부 개선방안 모의)

  • Kim, Jung-Min;Kim, Young-Do;Lyu, Si-Wan;Lee, Nam-Joo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.953-957
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    • 2008
  • 일반적으로 하천은 오랫동안 장기간의 변화를 겪으며 안정되어 있다. 산사태나 홍수 등 자연적인 변화뿐 아니라 댐이나 교량 등 인위적인 변화에 따라 흐름이나 유사량이 변하게 되며 이런 동적변형상태를 복원하는 과정에서 침식과 퇴적이 반복적으로 이루어져 대규모 하상변동이 이루어지게 된다. 이러한 하천에서 발생하는 대규모의 하상변동에는 일반적으로 1차원 해석이 적용된다. 하천의 일정 하도구간을 고려할 경우 구간의 상류단면으로부터 유입하는 유입토사량과 하류단면에서 유출되는 유출토사량과의 비에 따라 그 구간에는 하상상승(aggradation)및 하상저하(degradation)가 발생하게 되고 이것이 거시적 측면에서 하상변동이라 할 수 있다. 이러한 장기하상변동은 경우에 따라서 이수용도의 수문 혹은 취수구가 노출되거나, 교량의 교각에 국부세굴이 발생되어 붕괴위험이 생기는 등 심각한 문제가 발생할 수가 있다. 본 연구에서는 하상변동 예측 모형 중 신뢰성 및 적용성이 우수한 것으로 인식되고 있는 HEC-6 모형을 형산강수계에 적용하여 4가지 협착부 개선방안에 따른 장기하상변동에의 영향을 검토하고자 하였다. 하천기본계획상의 횡단면도와 유사량 실측값을 이용하여 유사모의 결과를 검증하고 2020년까지의 모형의 계산 값을 이용하여 4가지 대안에 따른 모의 결과와 원안의 결과와 비교 및 분석하였다. 모의한 결과 형산강의 하상변동치가 크지 않은 것은 형산강의 하상이 어느 정도 안정되어 있어 장기적인 하상변동이 크지 않기 때문이다. 따라서 협착부 개선에 따른 대안 1, 2, 3, 4의 하상이 크게 변하지 않음을 보였다. 지형 변화에 따른 장기하상변동에의 영향이 크지 않은 것을 확인할 수 있다.

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Improvement of the Performance Based Seismic Design Method of Cable Supported Bridges with Resilient-Friction Base Isolation Systems (I- Analysis of Field Testing of Cable Supported Bridge) (마찰복원형 지진격리장치가 설치된 케이블교량의 성능 기반 내진설계법 개선(I-실 교량 실험 결과 분석))

  • Gil, Heungbae;Park, Sun Kyu;Han, Kyoung Bong;Yoon, Wan Seok
    • Journal of the Earthquake Engineering Society of Korea
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    • v.24 no.4
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    • pp.157-167
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    • 2020
  • In this study, a field bridge test was conducted to find the dynamic properties of cable supported bridges with resilient-friction base isolation systems (R-FBI). Various ambient vibration tests were performed to estimate dynamic properties of a test bridge using trucks in a non-transportation state before opening of the bridge and by ordinary traffic loadings about one year later after opening of the bridge. The dynamic properties found from the results of the tests were compared with an analysis model. From the result of the ambient vibration tests of the cable supported bridge with R-FBI, it was confirmed that the dynamic properties were sensitive to the stiffness of the R-FBI in the bridge, and the seismic analysis model of the test bridge using the effective stiffness of the R-FBI was insufficient for reflecting the dynamic behavior of the bridge. In the case of cable supported bridges, the seismic design must follow the "Korean Highway Bridge Design Code (Limit State Design) for Cable supported bridges." Therefore, in order to reflect the actual behavior characteristics of the R-FBI installed on cable-supported bridges, an improved seismic design procedure should be proposed.

Improvement of the Performance Based Seismic Design Method of Cable Supported Bridges with Resilient-Friction Base Isolation Systems (II-Proposal for the Seismic Design Procedure) (마찰복원형 지진격리장치가 설치된 케이블교량의 성능 기반 내진설계법 개선(II-내진설계 절차 제안))

  • Gil, Heungbae;Park, Sun Kyu;Han, Kyoung Bong;Yoon, Wan Seok
    • Journal of the Earthquake Engineering Society of Korea
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    • v.24 no.4
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    • pp.169-178
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    • 2020
  • In a previous paper, ambient vibration tests were conducted on a cable stayed bridge with resilient-friction base isolation systems (R-FBI) to extract the dynamic characteristics of the bridge and compare the results with a seismic analysis model. In this paper, a nonlinear seismic analysis model was established for analysis of the bridge to compare the difference in seismic responses between nonlinear time history analysis and multi-mode spectral analysis methods in the seismic design phase of cable supported bridges. Through these studies, it was confirmed that the seismic design procedures of the "Korean Highway Bridge Design Code (Limit State Design) for Cable Supported Bridges" is not suitable for cable supported bridges installed with R-FBI. Therefore, to reflect the actual dynamic characteristics of the R-FBI installed on cable-supported bridges, an improved seismic design procedure is proposed that applies the seismic analysis method differently depending on the seismic isolation effect of the R-FBI for each seismic performance level.

A Study on Static Behavior of 60 m span Half-Decked PSC Girder (Half-Deck을 포함한 60 m 경간 PS 콘크리트거더의 정적 거동 연구)

  • Kim, Tae Min;Park, Jong Heon;Kim, Moon Kyum;Lim, Yun Mook
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.2A
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    • pp.65-73
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    • 2012
  • In this study, we tested structural performance of Half-Decked PSC girder which was developed for applying to long span bridge. We operated 4 point bending test with 60 m span full scale girder designed as simple bridge with hinge-roller boundary condition. Actuators were set on the both sides of girder, 5.5 m away from the center, and 4 stages of cyclic loading was applied at rate of 1 kN/sec. Through stages 1 to 4, loading and unloading 1,000 kN, 1,200 kN, 1,500 kN, and 2,000 kN were repeated and displacement, strain of concrete and steel, crack of girder were checked. From these results, the strength of girder was assessed and resilience and ductility were observed after removing the load. Since initial flexural crack occurred in the vicinity of 1,400 kN, non-linearity of load-displacement curve appeared and definite residual strain was measured at that point. The test result showed that initial cracking load was over twice the DB-24 load which means the developed girder had sufficient strength. To verify the experimental results, we numerically analyze the test and confirmed that the data were similar with results from the test above. Half-Decked PSC type of 60 m-girder developed in this study showed its adequate structural capacity through static loading test, which proved that possibility of applying the girder to actual bridges practically.

The Property Evaluation of the Marine Concrete Structure Constructed in the Period of Japanese Occupancy (YoungDo Bridge) (일제시대 건설된 해양 콘크리트구조물의 물성 평가(영도대교))

  • Park, Dong-Cheon;Ahn, Jae-Cheol
    • Journal of Navigation and Port Research
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    • v.37 no.2
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    • pp.165-171
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    • 2013
  • YoungDo bridge is the first suspension bridge in Busan which experienced several times repair and reinforcement after completion in 1934. The bridge is under demolition for extension and restoration work since 2011. The purpose of this research is to establish data base about modern concrete. The mix design of the concrete is like that cement : fine aggregate : coarse aggregate = 1 : 2 : 4 or 1 : 3 : 6 by the parts. The compressive strength is in the ranges from 50 to 55 MPa and the elastic modulus is in the ranges from 25 to 35 GPa. From the fact that the deviation is less than 10 %, considerably high quality control was conducted in those days. The carbonation depth is 5.92 cm at the bridge post and 14.3 cm at the machine room. That is why ocean environment keeps the high humidity. The diffusion coefficient of chloride ion through the pores in concrete is 1.052e-12 $m^2/s$ from the regression analysis using the experiment data. The water cement ration is estimated at approximately 35 % in case if the concrete using ordinary Portland cement.

Utilization of Drone LiDAR for Field Investigation of Facility Collapse Accident (붕괴사고 현장조사를 위한 드론 LiDAR 활용)

  • Yonghan Jung ;Eontaek Lim ;Jaewook Suk;Seul Koo;Seongsam Kim
    • Korean Journal of Remote Sensing
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    • v.39 no.5_2
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    • pp.849-858
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    • 2023
  • Investigating disaster sites such as earthquakes and landslides involves significant risks due to potential secondary disasters like facility collapse. In situations where direct access is challenging, there is a need to develop methods for safely acquiring high-precision 3D disaster information using light detection and ranging (LiDAR) equipped drone survey systems. In this study, the feasibility of using drone LiDAR in disaster scenarios was examined, focusing on the collapse accident at Jeongja Bridge in Bundang-gu, Seongnam City, in April 2023. High-density point clouds for the accident bridge were collected, and the bridge's 3D terrain information was reconstructed and compared to the measurement performance of 10 ground control points. The results showed horizontal and vertical root mean square error values of 0.032 m and 0.055 m, respectively. Additionally, when compared to a point cloud generated using ground LiDAR for the same target area, a vertical difference of approximately 0.08 m was observed, but overall shapes showed minimal discrepancies. Moreover, in terms of overall data acquisition and processing time, drone LiDAR was found to be more efficient than ground LiDAR. Therefore, the use of drone LiDAR in disaster sites with significant risks allows for safe and rapid onsite investigations.