• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.476-485
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• 2006

The connection system of steel pile and RC footing is an important structure, because the total load of upper construction should be transferred through this joint construction of different two materials-steel and RC-with strongly changed section area. Although many connection systems have been developed, their structural and economical efficiency and workability are often insufficient. Therefore, a new connecting system was developed to improve the problems of current systems. The divided arc plate could improve the workability and economical efficiency, structural efficiency could be reached by welding construction. The main purpose of the research is to evaluate the structural behavior of the new designed connection system through experiments and numerical analysis.

• 한국지반공학회논문집
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• 제32권12호
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• pp.45-57
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• 2016

IER은 굴착 중에 안정성을 증가시키기 위해서 전면지주에 배면지주를 기울어지게 설치하고 강결시킨 구조이다. IER은 배면지주가 억지말뚝의 역할을 함으로써 전면지주에 발생하는 수평변위를 억제하는 효과가 있고, 전면지주에 작용하는 토압을 분산 시켜 구조적으로 안정한 가시설 공법이다. 본 연구에서는 사질토 지반에서 수치해석과 실내모형실험을 통해 IER의 두부를 강결과 힌지로 조건을 다르게 연결하여 IER의 역학적 특성을 확인하였다. 수치해석 결과, 최대수평변위는 두부의 연결 방법이 강결일 때 힌지일 때의 88%가 발생하고 실내모형실험 결과, 수평변위는 두부 연결 방법이 강결일 때 힌지일 때의 단지 7%만 발생하는 것으로 분석되었다. 또한, 지반의 전단변형 해석 결과 토압은 두부의 연결 방법이 강결일 때 힌지일 때의 67%만 작용하는 것으로 분석되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.343-358
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• 2008

Piles of a bridge pier are connected with a column through a pile cap(footing). Behavior of the pile foundation can be different according to the connection method between piles and the pile cap. This difference causes a change of the design method. Connection methods between pile heads and the pile cap are divided into two groups ; rigid connections and hinge connections. KHBDC(Korea Highway Bridge Design Code) has specified to use rigid connection method for the highway bridge. In the rigid connection method, maximum bending moment of a pile occurs at the pile head and this helps the pile to prevent the excessive displacement. Rigid methods are also good to improve the seismic performance. However some specifications prescribe that conservative results through investigations for both the fixed-head condition and the free-head condition should be reflected in the design. This statement may induce an over-estimated design for the bridge which have very good quality structures with casing covered drilled shafts and the PC-house contained pile cap. Because the assumption of free-head conditions (hinge connections) are unreal for the elevated pile cap system with multiple piles of the long span sea-crossing bridges. On the other hand, elastic displacement method to evaluate the pile reactions under the pile cap is not suitable for this type of bridges due to impractical assumptions. So, full modeling techniques which analyze the superstructure and the substructure simultaneously should be performed. Loads and stress state of the very large diameter drilled shaft and the pile cap for Incheon Bridge which will the longest bridge in Korea were investigated through the full modeling for rigid connection conditions.

• 반도체디스플레이기술학회지
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• 제20권3호
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• pp.172-177
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• 2021

The HUD (Head-up Display) device for vehicles has gradually been advanced in connection with ADAS (Advanced Driver Assistant System) for the safety and the convenience of driving. In this paper, the major features (e.g. speed, RPM, etc.) of vehicles is received through the ECU and the route information is received through the navigating API, configurating the integrated GUI. And, the optical system is configured based on DLP (Digital Light Processing) to evaluate the visibility depending on the resolution change of the GUI. The IoT HUD system proposed in this paper has the scalability to flexibly add not only the ECU but also various cloud-based driving-related information.

• 한국지반공학회논문집
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• 제24권7호
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• pp.61-73
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• 2008

다수의 말뚝을 캡(확대기초)으로 연결하여 하중을 지지하는 다주식 기초에 대하여 캡의 연결부를 강결합 조건과 힌지결합 조건으로 구분하여 말뚝 반력 해석의 합리성을 분석하였으며, 널리 사용 중인 탄성변위법과 라멘식 프레임 해석에 기반한 비선형 해석기법을 비교하여 검토하였다. 특히 실제 해상 장대교량의 조건을 대상으로 상부구조와 기초를 연계한 전체 구조계 해석 결과를 분석하여 말뚝머리 구속 조건에 대한 기초 부재 단면력 산정의 적정성을 파악하였다. 이를 위해 캡과 연결된 각 말뚝에서 발생하는 휨모멘트, 전단력, 압축력 등 반력을 산정하고 PM상관도 분석과 지지력 산정을 통해 말뚝 부재의 안정성을 검토하였다. 일반적인 규모의 교량, 또는 강성이 크지 않은 말뚝을 적용한 기초에서는 말뚝-캡 결합 조건에 따른 말뚝 단면 설계의 차이가 현저하지 않으나, 말뚝이 지면 위로 일정 길이 이상 돌출되는 다주식 기초의 해상교량에서는 말뚝머리를 힌지로 고려할 경우 지중부에서 매우 큰 휨모멘트와 전단력이 유발되며, 말뚝머리의 수평변위량이 극단적으로 증가하였다. 해상 장대교량에 대해서는 비현실적 가정조건에 기반한 탄성변위법 보다는 말뚝머리를 캡에 강결합하고 말뚝이 탄성판에 지지된 보로 간주하는 라멘(rahmen) 모델링을 통해 상부구조와 연계한 전체 구조계 해석을 수행하는 것이 바람직하다.

• Journal of Acupuncture Research
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• 제17권1호
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• pp.175-187
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• 2000

PyoBon GeunGyul - one of the twelve regular meridians theory - play a important role on the principle of point selection and point prescription in acumoxibustion. PyoBon explain the connection of the concentration and diffusion of channel qi, GeunGyul explain the relation of both poles of channels flow. So, Geun and Bon means the starting point of channel qi, and Pyo and Gyul means the terminal point of channel qi. But the flow of channel qi on PyoBon GeunGyul different from today's circulation courses of twelve regular channels based on Kyungmaek(經脈) chapter of Youngchu. Thus this study investigate the contents of PyoBon GeunGyul and consider its connection with channel flow. The results are as follows : 1. PyoBon GeunGyul theory explain that the relation of the limbs and trunk at meridian and emphasize that the connection of meridian and the importance of the limb acupoints. 2. PyoBon GeunGyul theory can be understandable in the view of the primordial qi and explain that the primordial qi of twelve regular channels acts from the limbs to the trunk. 3. PyoBon GeunGyul theory is based on the system of primordial qi channel which circulates from fingers and toes facing toward heart or the head, different from today's circulation courses of twelve regular meridians. 4. PyoBon GeunGyul theory act as a basis of principle of a part or distant point selection which applicated widely in acumoxibustion.

• Steel and Composite Structures
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• 제11권5호
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• pp.375-390
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• 2011

Composite beam, which combined the material characteristic of the steel and concrete, has been widely used in the construction of various building and bridge system. For the effective application of the composite beam, the composite action on the composite interface between the concrete element and the steel element should be achieved by shear connectors. The behavioral characteristics of composite beam are related with the degree of interaction and the degree of shear connection according to the shear strength and shear stiffness of the stud shear connectors. These two concepts are also affected by the number of installed shear connector and the strength of composite materials. In this study, experimental and analytical evaluations of the degree of shear connection affected by stud diameter were conducted, and the relationship between structural behavior and the degree of shear connection was verified. The very small difference among the ultimate loads of the specimens depending on the change of the degree of connection was possibly because of the dependence of the ultimate load on the characteristic of plastic moment of the composite beam.

• Geomechanics and Engineering
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• 제34권4호
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• pp.437-447
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• 2023

Inclined piles are commonly used in civil engineering constructions where significant lateral resistance is required. Many researchers proved their positive performance on the seismic behavior of the supported structure and the piles themselves. However, most of these numerical studies were done within the framework of linear elastic or elastoplastic soil behavior, neglecting therefore the soil non-linearity at low and moderate soil strains which is questionable and could be misleading in dynamic analysis. The main objective of this study is to examine the influence of the pile inclination on the seismic performance of the soil-pile-structure system when both the linear elastic and the nonlinear soil models are employed. Based on the comparative responses, the adequacy of the soil's linear elastic behavior will be therefore evaluated. The analysis is conducted by generating a three-dimensional finite difference model, where a full interaction between the soil, structure, and inclined piles is considered. The numerical survey proved that the pile inclination can have a significant impact on the internal forces generated by seismic activity, specifically on the bending moment and shear forces. The main disadvantages of using inclined piles in this system are the bending forces at the head and pile-to-head connection. It is crucial to account for soil nonlinearity to accurately assess the seismic response of the soil-pile-structure system.

• International Journal of Computer Science & Network Security
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• 제24권4호
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• pp.141-146
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• 2024

A local area network (LAN) is a computer network within a small geographical area such as a home, school, computer laboratory, office building or group of buildings. A LAN is composed of interconnected workstations and personal computers which are each capable of accessing and sharing data and devices, such as printers, scanners and data storage devices, anywhere on the LAN. LANs are characterized by higher communication and data transfer rates and the lack of any need for leased communication lines. Communication between remote parties can be achieved through a process called Networking, involving the connection of computers, media and networking devices. When we talk about networks, we need to keep in mind three concepts, distributed processing, network criteria and network structure. The purpose of this Network is to design a Local Area Network (LAN) for a BAEC (Bangladesh Atomic Energy Commission) Head Quarter and implement security measures to protect network resources and system services. To do so, we will deal with the physical and logical design of a LAN. The goal of this Network is to examine of the Local Area Network set up for a BAEC HQ and build a secure LAN system.

• 시스템엔지니어링학술지
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• 제1권2호
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• pp.34-42
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• 2005

Logistic Support Analysis(LSA) and Logistic Supportability Review must be carried out as soon as possible in development stage in order to minimize operation/maintenance cost that head the list of weapon cost and improve logistic supportability of the weapon system. And the result must be used for hardware designs to set up to be able to input to the system design and logistic support elements. Therefore Logistic Support Elements must be planed/developed/supplied with the main combat system concurrently and performance and logistic supportability of the comabat system had better be improved mutually. This report describes maintenance concept changes of weapon systems, fault diagnosis function and test equipment state on the domestic MBT(main battle tank). And then it presents application and intensification of itself fault diagnosis system for a domestic future MBT considering connection with IETM(Interactive Electronic Technical Manual) and TE(Test Equipment).