• 대한지리학회지
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• 제40권3호
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• pp.321-334
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• 2005

본 연구는 관광지의 적정 수용력 산정과 정책적 수요 분석을 기초로 문화$\cdot$생태자원 및 환경을 보존하고 유지하면서 관광여 가공간으로서의 합리적인 이용과 관리 방안을 모색하는데 목적이 있다. 수도권 북동부 주요 교통로에 입지한 광릉지역은 환경과 자원에 대한 보존가치는 물론 친문화환경적 관광여가공간으로서의 활용잠재력이 높은 문화재산림지역이다. 연구지역에 대한 사회심리적 수용력은 시간대별로 오전보다 오후로 갈수록, 이용공간별로는 주차장, 매점, 탐방로 등의 수용력이 낮게 나타났으며, 이용공간에 대한 물리적 수용력은 관광객 600여명, 차량 130여대로 분석되었다. 한편 관광객의 정책적 수요 분석 결과 광릉지역의 합리적인 이용, 관리 방안으로는 문화 생태자원의 연계탐방로 개설, 교육 프로그램 개발, 자원해설가 육성 등을 비롯하여 광릉관광권내에서의 차량통제 및 셔틀버스 운행, 관리사무소 및 주차장의 이전, 재실의 생태학교 및 전시실 활용, 편의시설과 휴식공간 확충, 관광행태의 지속적인 모니터링 등이 요구되고 있다.

• Computers and Concrete
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• 제24권2호
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• pp.159-172
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• 2019

This paper presents an investigation into the flexural behavior of reinforced concrete (RC) beams retrofitted by ultra-high performance fiber-reinforced concrete (UHPFRC) layers. The experimental study has been conducted in two parts. In the first part, four methods of retrofitting with UHPFRC layers in both the up and down sides of the beams have been proposed and their efficiency in the bonding of the normal concrete and ultra-high performance fiber-reinforced concrete has been discussed. The results showed that using the grooving method and the pre-casted UHPFRC layers in comparison with the sandblasting method and the cast-in-place UHPFRC layers leads to increase the load carrying capacity and the energy absorption capacity and causes high bond strength between two concretes. In the second part of the experimental study, the tests have been conducted on the beams with single UHPFRC layer in the down side and in the up side, using the effective retrofitting method chosen from the first part. The results are compared with those of non-retrofitted beam and the results of the first part of experimental study. The results showed that the retrofitted beam with two UHPFRC layers in the up and down sides has the highest energy absorption and load carrying capacity. A finite element analysis was applied to prediction the flexural behavior of the composite beams. A good agreement was achieved between the finite element and experimental results. Finally, a parametric study was carried out on full-scale retrofitted beams. The results indicated that in all retrofitted beams with UHPFRC in single and two sides, increasing of the UHPFRC layer thickness causes the load carrying capacity to be increased. Also, increases of the normal concrete compressive strength improved the cracking load of the beams.

• Steel and Composite Structures
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• 제29권6호
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• pp.735-748
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• 2018

In this paper, the cyclic behavior of steel beam-concrete encased steel (CES) column joints was investigated experimentally and numerically. Three frame middle joint samples with varying concrete slab widths were constructed. Anti-symmetrical low-frequency cyclic load was applied at two beam ends to simulate the earthquake action. The failure modes, hysteretic behavior, ultimate load, stiffness degradation, load carrying capacity degradation, displacement ductility and strain response were investigated in details. The three composite joints exhibited excellent seismic performance in experimental tests, showing high load-carrying capacity, good ductility and superior energy dissipation ability. All three joint samples reached their ultimate loads due to shear failure. Numerical results from ABAQUS modelling agreed well with the test results. Finally, the effect of the concrete slab on ultimate load was analyzed through a parametric study on concrete strength, slab thickness, as well as slab width. Numerical simulation showed that slab width and thickness played an important role in the load-carrying capacity of such joints. As a comparison, the influence of concrete grade was not significant.

• 한국안전학회지
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• 제29권5호
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• pp.74-81
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• 2014

This study proposes an advanced type of a micropile system. The proposed micropile system consists of perfobond ribs installed steel rod to improve shear capacity between the thread and the grout, and partially expanded drill holes to increase resistance capacity between the grout and the ground. This study contains experimental evaluations on the proposed micropile system to verify the shear capacity of perfobond rib installed on the steel rod and the load-carrying capacity of shear key created by the partially expanded drill hole. Push-out tests were conducted on a rolled screw thread and steel rods which perfobond ribs are installed instead of rolled screw, in order to compare their load-carrying capacity and behavioral characteristics. As a result, it was confirmed that the perfobond-rib steel rods show much superior structural behavior in terms of initial stiffness, ultimate load, and ductile behavior.

• Geomechanics and Engineering
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• 제6권1호
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• pp.33-45
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• 2014

Use of geotextile as reinforcement material to improve the weak soil is a popular method these days. Tensile strength of geotextile and the soil-geotextile interaction are the major factors which influence the improvement of the soil. Change in fine content within the sand can change the interface behavior between soil and geotextile. In the present paper, the bearing capacity of unreinforced and geotextile-reinforced sand with different percentages of fines has been studied. A series of model tests have been carried out and the load settlement curves are obtained. The ultimate load carrying capacity of unreinforced and reinforced sand with different percentages of fines is compared. The interface behavior of sand and geotextile with various percentages of fines is also studied. It is observed that sand having around 5% of fine is suitable or permissible for bearing capacity improvement due to the application of geosynthetic reinforcement. The effectiveness of the reinforcement in load carrying capacity improvement decreases due to the addition of excessive amount of fines.

• 한국지반공학회논문집
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• 제25권11호
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• pp.75-86
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• 2009

본 논문에서는 쇄석말뚝의 하중 지지력 향상을 위해 지오그리드를 이용하여 주면을 감싸는 일명 "지오그리드 보강 쇄석말뚝"의 하중지지특성에 관한 내용을 다루었다. 이를 위해 지오그리드 감쌈 쇄석말뚝의 근본적인 기능인 배수 효과와 지오그리드 보강 효과를 현실적으로 모사할 수 있는 3차원 응력-간극수압 수치해석 모델을 이용하여 재하하중에 대한 다양한 시공조건에 대한 매개변수 해석을 수행하고 그 결과를 분석하였다. 그 결과, 기존의 연구에서 발표된 성토 하중 조건에서 확인할 수 있었던 장기 하중지지력 향상 효과와 유사하게 재하하중 조건에서도 지지력이 현저히 향상하는 결과를 확인할 수 있어 지오그리드 보강 쇄석말뚝 공법은 연약지반 성토시 적용성 뿐만 아니라 구조물 기초로도 활용성을 확보할 수 있는 것으로 검토 되었다. 해석 결과는 지오그리드 보강 쇄석말뚝의 하중지지력과 영향 인자간의 관계 설정이 가능하도록 제시하였으며 현장적용성 측면에서의 고찰을 시도하였다.

• Steel and Composite Structures
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• 제22권3호
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• pp.663-675
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• 2016

The effects of slenderness ratio, eccentricity and column slope on the load-carrying capacities and failure modes of variable and uniform concrete filled steel tubular (CFST) latticed columns under axial and eccentric compression were investigated and compared in this study. The results clearly show that all the CFST latticed columns with variable cross section exhibit an overall failure, which is similar to that of CFST latticed columns with a uniform cross section. The load-carrying capacity decreases with the increase of the slenderness ratio or the eccentricity. For 2-m specimens with a slenderness ratio of 9, the ultimate load-carrying capacity is increased by 3% and 5% for variable CFST latticed columns with a slope of 1:40 and 1:20 as compared with that of uniform CFST latticed columns, respectively. For the eccentrically compressed variable CFST latticed columns, the strain of the columns at the loading side, as well as the difference in the strain, increases from the bottom to the cap, and a more significant increase in strain is observed in the cross section closer to the column cap.

• Steel and Composite Structures
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• 제45권3호
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• pp.389-408
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• 2022

Residual capacity is defined as the load carrying capacity of an RC column after undergoing severe damage. Evaluation of residual capacity of RC columns is necessary to avoid damage initiation in RC structures. The central aspect of the current research is to propose an empirical formula to estimate the residual capacity of RC columns after undergoing severe damage. This formula facilitates decision making of whether a replacement or a repair of the damaged column is adequate for further use. Available literature mainly focused on the simulation of explosion loads by using simplified pressure time histories to develop residual capacity of RC columns and rarely simulated the actual explosive. Therefore, there is a gap in the literature concerning general relation between blast damage of columns with different explosive loading conditions for a reliable and quick evaluation of column behavior subjected to blast loading. In this paper, the Arbitrary Lagrangian Eulerian (ALE) technique is implemented to simulate high fidelity blast pressure propagations. LS-DYNA software is utilized to solve the finite element (FE) model. The FE model is validated against the practical blast tests, and outcomes are in good agreement with test results. Multivariate linear regression (MLR) method is utilized to derive an analytical formula. The analytical formula predicts the residual capacity of RC columns as functions of structural element parameters. Based on intensive numerical simulation data, it is found that column depth, longitudinal reinforcement ratio, concrete strength and column width have significant effects on the residual axial load carrying capacity of reinforced concrete column under blast loads. Increasing column depth and longitudinal reinforcement ratio that provides better confinement to concrete are very effective in the residual capacity of RC column subjected to blast loads. Data obtained with this study can broaden the knowledge of structural response to blast and improve FE models to simulate the blast performance of concrete structures.

• 한국강구조학회 논문집
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• 제22권5호
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• pp.399-409
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• 2010

강구조물은 부식에 의한 단면감소와 이로 인한 내하성능의 저하가 우려된다. 그러나 부식손상이 강부재의 내하성능에 미치는 영향과 잔존 내하성능 평가법은 명확하게 정립되어 있지 않은 실정이다. 본 연구에서는 부식 손상된 지하철 가시설 주형보의 웨브와 플랜지에서 절취한 부식시편의 인장실험을 실시하여, 부식손상이 인장 내하성능에 미치는 영향과 인장 잔존 내하성능 평가법에 대하여 검토하였다. 부식 가시설 주형보로부터 절취한 총 21개의 부식시편은 먼저 화학적 방법에 의해 부식생성물을 제거하고 1mm간격으로 표면형상을 측정한 후 인장실험을 실시하였다. 이러한 인장실험 결과는 주형보의 플랜지에서 절취하여 두께 13mm로 기계 가공한 무부식 기준시편의 인장실험 결과와 비교하여, 잔존두께와 표면형상이 부식강재의 항복하중, 인장하중 및 연신율에 미치는 영향을 정량화하였다. 그리고 부식의 유무에 상관없이 일정한 강재의 극한강도를 이용하여 무부식 등단면 강재와 동일하게 인장응력을 평가할 수 있는 불규칙 변단면 부식강재의 유효두께를 표면형상 측정결과로 산출한 평균잔존두께와 표준편차로 정식화하였다. 또한 이러한 결과를 실무에도 적용할 수 있도록 부식강재의 합리적인 잔존두께 측정간격도 제시하였다.

• Journal of Electrical Engineering and Technology
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• 제13권6호
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• pp.2402-2411
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• 2018

Fluoronitriles-$CO_2$ gas mixtures are promising alternatives to $SF_6$ in environmentally-friendly gas-insulated transmission lines (GILs). Insulating gas heat transfer characteristics are of major significance for the current-carrying capacity design and operational state monitoring of GILs. In this paper, a three-dimensional calculation model was established for a GIL using the thermal-fluid coupled finite element method. The calculated results showed close agreement with experimentally measured data. The temperature distribution of a GIL filled with the Fluoronitriles-$CO_2$ mixture was obtained and compared with those of GILs filled with $CO_2$ and $SF_6$. Furthermore, the effects of the mixture ratio of the component gases and the gas pressure on the temperature rise and current-carrying capacity of the GIL were analyzed. Results indicated that the heat transfer performance of the Fluoronitriles-$CO_2$ gas mixture was better than that of $CO_2$ but worse than that of $SF_6$. When compared with $SF_6$, use of the Fluoronitriles-$CO_2$ gas mixture caused a reduction in the GIL's current-carrying capacity. In addition, increasing the Fluoronitriles gas component ratio or increasing the pressure of the insulating gas mixture could improve the heat dissipation and current-carrying capacity of the GIL. These research results can be used to design environmentally-friendly GILs containing Fluoronitriles-$CO_2$ gas mixtures.