Owing to the development in information and communications technologies have improved the technology for high-speed transmission of massive data, which has changed closed-circuit television (CCTV) video transmission technology. In particular, digitization of the CCTV video format and streaming technology has made it possible to minimize transmission loss and integrate video transmission and camera control(pan/tilt). It has also become possible to provide additional services like remote emergency warning broadcasting with just Internet Protocol (IP). However, because of the structural problems of IP, these changes have also brought about the threat of hacking of CCTV monitoring systems. In this study, we propose a methode to optimize network management by examining cases of enhancement of operational efficiency and security by improving the structure of CCTV monitoring network.

이 연구는 강원지역 산지에 자연적으로 성립하여 잔존하고 있는 산림유존목(가슴높이 줄기둘레 300㎝이상)의 체계 적 보전 및 관리를 위한 기초자료(분포실태와 생장특성 그리고 생육임분의 구성적 특성 등)를 제공하는데 그 목적이 있다. 금번 조사에서는 강원지역 산지에서 모두 19종 434개체(침엽수 4종 228개체, 활엽수 15종 206개체)의 산림유존목이 분포하고 있음을 확인하였고, 주목이 전체의 약 46.7%인 203개체로 가장 많은 것으로 나타났다. 줄기둘레는 평균 404㎝(침엽수 373㎝, 활엽수 421㎝)이었고, 설악산 피나무 복간목이 1,113㎝로 가장 크게 났다. 수고와 수관폭은 각각 평균 15.4m, 10.0m이었다. 입지특성은 수종별로 다소 차이가 있지만 해발고도는 대개 1,000m이상, 사면경사도는 25°이상, 사면방위는 북향, 미세지형은 사면상부 등에서 상대적 출현빈도가 높은 경향이었다. 산림유존목 생육임분의 단위면적당(/100㎡) 구성적 특성을 보면, 총피도는 평균 294%(최대 475%), 출현종수는 평균 36종(최대 60종), 종다양 성 지수(H‵) 평균 2.560(최대 3.593), 그리고 수관울폐도는 평균 84.8%(최대 94.6%), 그리고 흉고단면적(/ha)은 평균 52.7㎡(최대 116.4㎡; 산림유존목 개체 30.0㎡, 기타 교목성 개체 22.7㎡)로 나타났다. 한편, 강원지역 산림유존목 개체의 동태 유형을 추정한 결과, 생육환경과 교란강도에 따라 다소 차이는 있으나 “후계수가 낮은 밀도이지만 지속적 으로 공급되는 유형(신갈나무, 전나무, 피나무, 산돌배)”, “후계수가 완전히 단절된 유형(소나무)”, “후계수가 최근 또는 상당기간 단절된 유형(분비나무, 굴참나무, 박달나무)”, 그리고 “후계수가 주기적으로 단절과 공급이 반복되는 유형(호랑버들, 졸참나무)”등 크게 4가지 유형으로 구분되었다.

The TRM method applied in this study is a method aiming at long span and low girder hight of the temporary bridge. When the preload is introduced to the girder member and the preload is removed after by welding the stiffener, a prestress is introduced through the stiffener to increase the load capacity of the member. Therefore, in this study, the structural performance improvement through the application of the TRM method was verified experimentally by the bending tests of the specimens with and without the TRM method.

A study has been conducted on the structural analysis to reduce the light weight of the electric vehicle rotor shaft. ANSYS Static Structural was used for structural analysis. For weight reduction, the solid shaft was converted into a hollow shaft. The yield strength of the existing material SCM 440 is 655MPa, but to increase its safety, the yield strength is changed to 1,030MPa with SCM822H. At this time, weight reduction of about 47% was achieved. The resonance frequency of the rotor shaft was determined by vibration analysis and the structural safety was analyzed.

The office building more than 3,000㎡ of the total floor area should be needed to improve the energy efficiency based on government's recommendation. In this study, the new composite panel with structural function is conducted to check the thermal conductivity for application of exterior wall. The thermal transmittance was calculated by dynamic analysis to consider the thickness of insulation only per locations based on design criteria. The simulation program for the analysis was used TRISCO Radcon module, which has a function of a steady-state 3-dimensional heat transfer analysis.

A parametric study was carried out to gain an insight about structural performances considering abnormal behavior effects in high strength steel pipe strut system. Six load cases were considered as undesirable deflections of strut structures, which are basic load combination, excessive excavation situations, impact loading effects, additional overburden loads, load combinations, and 50% reduction of strut length. Subsequent simulation results present various influences of parameters on structural performances of the strut system. Based on the results, we propose methods to prevent unusual behaviors of pipe-type strut structures made of high strength steels.

A finite element impact simulation study was performed to assess structural performances of a guard-rail system for roadside using new steel materials (SS275) in the KS standard. The type SS275 shows an enhanced tensile strength in comparison with the former type SS400. Subsequent simulation results present that the improved model performs much better in containing and redirecting the impacting vehicle in a stable manner. The numerical results for various parameters are verified by comparing different models with dynamic responses determined in the barrier from the crash simulation.

Eccentric axial load tests were carried out to investigate the structural performance of the SIP (Structural Insulation Panel), which is widely used as residential type in Europe and North America. Outside the country, design standards for SIP have been prepared and related research has been carried out variously. However, in Korea, the research on the performance of the structural insulation panel is very small, and the related standard is not provided. In this study, the eccentric axial load was applied after the opening was installed to utilize the structural insulation panel as the structural wall. The size of the test specimen was 1200 × 2400㎜. The number of test specimens was 6, and the size of the openings and the reinforcement method around the openings were used as variables.

In this study, the structural analysis of the structural insulation panels with openings was carried out. The analytical results were compared with those of the previous structural performance tests. The structural behavior of the structural insulation panels subjected to eccentric axial load with the opening size, installation direction as parameters was analyzed through finite element analysis. Through this, we propose an optimal opening shape suitable for the structural insulation panel.

The purpose of this study is to compare and evaluate the safety of the facility using the Abaqus finite element analysis program according to the material characteristics like steel and GFRP.

The aim of this paper is to clarify the structural stability of 30m fly(maximum working radius of 30m) and telescopic boom with composition. In order to reduce the weight and insulate, the boom of special vehicle has a 3-stage telescopic boom of DOMEX960, pocket part of acetal, 2-stage refracting boom of ATOS80, insulation boom of glass fiber composition and effector. In this process, CATIA is applied to create 3D modeling, then ANSYS are performed the structural analysis. The structural analysis is performed for a case where the thickness of the insulating boom of the ATOS 80 is 7[㎜] and the thickness of the insulating boom of the FRP material is 15[㎜] and 16[㎜].

본 연구에서는 실대형 실험과 구조해석을 통하여 현장에서 사용되는 기둥-서까래-도리, 기둥-도리-방풍벽 접합부를 적용한 강관 골조 플라스틱 연동온실의 정적 구조 성능을 분석하였다. 실대형 재하실험 결과는 접합부를 강접합으로 가정한 구조해석 결과와 비교하여 구조물의 횡방향 강성과 각 부재의 하중분담률에서 많은 차이를 보였다. 동고 높이에서 측정한 수평변위는 실험과 구조해석의 차이가 40% 이었고 수직변위는 89%의 차이를 보였다. S3 부재의 발생응력을 기준으로 한 각 부재별 하중분담률을 비교한 결과 실험과 구조해석에서 두 배 이상의 차이를 보이는 부재가 있었으며, 하부측벽이음(S2), 기둥 상부(S7) 등 주요 부재의 실험결과가 구조해석의 하중분담률을 재현하지 않았다. 현장에서 사용하는 접합부가 충분한 강성을 확보하지 않음으로써 구조물에 작용하는 외력을 각 부재에 적절하게 전달하지 못했으며 이로 인해 구조물의 강성이 저하되는 현상이 나타났다. 설계 단계에서 일반적으로 구조 해석에 의해 결정되는 구조성능의 신뢰도는 접합부의 특성을 보다 면밀하게 고려했는지 여부에 따라 좌우 될 수 있다. 따라서 온실 구조 성능에 대한 신뢰성을 높이기 위해서는 온실에 사용되는 다양한 접합부를 고려할 수 있는 구조해석 기술의 개발이 필요하며 설계 기준에서 상세 설계 방법을 보다 명확히 규정해야 할 것으로 판단된다.

본 연구에서는 온실의 구조설계용 작물하중을 산정하는데 필요한 기초자료를 제공하기 위하여 각국의 온실구조설계용 작물하중 기준들을 비교분석하고 여러 가지 온실작물들에 대하여 작물하중을 직접 측정하고 분석하였다. 설계 작물하중에 대한 각국의 기준들을 비교분석한 결과 나라들 마다 서로 많은 차이를 보여주고 있으며, 우리나라 기준들은 외국의 기준들을 그대로 인용하고 있는 것으로 나타나 우리나라 실정에 맞는 작물하중 기준이 제시될 필요가 있다고 판단된다. 최대 주당 작물하중이 토마토는 두 가지 온실에서 각각 3.3kgf·plant-1와 3.9kgf·plant-1로 나타났고, 오이는 0.75kgf·plant-1, 가지는 1.9kgf·plant-1, 딸기는 재배베드를 포함하여 2.1kgf·plant-1 으로 나타났다. 단위면적당 작물하중은 토마토가 평균 8.5kgf·m-2으로 나타났고, 오이와 가지는 각각 2.1kgf·m-2 과 2.4kgf·m-2으로 토마토의 하중보다 훨씬 낮게 나타났다. 우리나라 온실설계기준에 제시된 작물하중은 토마토와 오이의 경우 15kgf·m-2으로 본 연구에서 측정된 값보다 훨씬 높았다. 우리나라의 설계기준이 네덜란드의 기준을 그대로 인용한 것으로 판단되기 때문에 이러한 차이를 고려하여 우리나라의 작물하중 설계기준에 대한 재검토가 이루어져야 할 것으로 판단된다. 딸기의 작물하 중은 행잉베드를 포함한 중량이 21.0kgf·m-2로 네덜란드의 설계기준인 30kgf·m-2보다 훨씬 작았다.

PURPOSES: In this study, a three-dimensional nonlinear finite element analysis (FEA) model for airport concrete pavement was developed using the commercial program ABAQUS. Users can select an analysis method and set the range of input parameters to reflect actual conditions such as environmental loading.METHODS : The geometrical shape of the FEA model was chosen by considering the concrete pavement located in the third-stage construction site of Incheon International Airport. Incompatible eight-node elements were used for the FEA model. Laboratory test results for the concrete specimens fabricated at the construction site were used as material properties of the concrete slab. The material properties of the cement-treated base suggested by the Federal Aviation Administration(FAA) manual were used as those of the lean concrete subbase. In addition, preceding studies and pavement evaluation reports of Incheon International Airport were referred for the material properties of asphalt base and subgrade. The kinetic friction coefficient between the concrete slab and asphalt base acquired from a preceding study was used for the friction coefficient between the layers. A nonlinear temperature gradient according to slab depth was used as an input parameter of environmental loading, and a quasistatic method was used to analyze traffic loading. The average load transfer efficiency obtained from an Heavy falling Weight Deflectomete(HWD) test was converted to a spring constant between adjacent slabs to be used as an input parameter. The reliability of the FEA model developed in this study was verified by comparing its analysis results to those of the FEAFAA model.RESULTS : A series of analyses were performed for environmental loading, traffic loading, and combined loading by using both the model developed in this study and the FEAFAA model under the same conditions. The stresses of the concrete slab obtained by both analysis models were almost the same. An HWD test was simulated and analyzed using the FEA model developed in this study. As a result, the actual deflections at the center, mid-edge, and corner of the slab caused by the HWD loading were similar to those obtained by the analysis.CONCLUSIONS : The FEA model developed in this study was judged to be utilized sufficiently in the prediction of behavior of airport concrete pavement.

In recent years, single layer latticed domes have attracted many designers and researchers’s attention all over the world, because single layer latticed domes as space structure are of great advantage in not only mechanical rationality but also function, fabrication, construction and economic aspect. Yamada developed the shape factor S which represents the shape of spherical latticed dome from a structural perspective as well as a geometric perspective. According to a prior study, the structural behavior and the buckling characteristics of the latticed dome were mostly noticeable when the shape factor of latticed dome was in the range of 1.5 to 5. That is, S, in the range of 1.5 to 5, are able to estimate not only overall buckling, but also member buckling and nodal buckling. In this study, we developed shape models using various size of members with the fixed rise-span ratio. One particular characteristic of the latticed dome is that it is not only light in weight but also high in strength. But the aiming at the use of light-weight materials and at the minimized section of members may result in buckling to cause an unstable state of the overall structure when the external force reaches a limitation. Especially, the structural strength is disadvantageous to the snow loads than the earthquake loads because of light-weight, and is greatly affected by the conditions of loading. This paper is to develop the structural stability according to the shapes and load conditions for single-layer latticed spherical dome with 300m span.

These days, the interests on the high speed handling robots are increasing because it is important to get down the unit cost of production to get the price competitiveness. The SCARA robot with simple mechanism is more suitable to implement the high speed robot system as well known. The moving parts of SCARA robot have to be designed for high speed. But the structural analysis is induced by the robot links because they drive in high acceleration and deceleration. In this reason, the structural analysis of the high speed SCARA robot is very important in the design process. In this paper, the study on the structural analysis of a high speed SCARA robot has been done and the research results will be introduced.