• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2018.06a
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• pp.61-61
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• 2018

듀플렉스 스테인리스강은 페라이트와 오스테나이트 상이 공존하는 특징을 갖는다. 그러한 구조에 의해서 페라이트와 오스테나이트상의 장점을 동시에 갖는 특성이 있다. 높은 강도와, 우수한 내식성, 응력 부식 균열 그리고 낮은 니켈의 함량 때문에 안정적인 가격을 갖는 장점을 갖기 때문에 운송, 기름과 가스, 해양플랜트, 건축 그리고 높은 강도와 우수한 내식성이 필요한 분야에서 수요가 증가할 것으로 사료된다. 이러한 듀플렉스 스테인리스강의 형성에서 페라이트와 오스테나이트상의 균형과 내식성을 개선하기 위해 질소가 첨가된다[1,2]. 본 연구는 저니켈 듀플렉스 스테인리스강(STS 329 FLD)의 공식 형성 과정에서 질소의 함량이 공식 형성과 내식특성에 미치는 영향을 동전위분극, XPS(X-ray Photoelectron Spectroscopy) 그리고 GDOES(Glow Discharge Optical Emission Spectrometry)를 이용하여 규명하였다. GDOES를 이용하여 깊이별 원소 분포를 정량적으로 비교한 결과, 부동태막에서 질소는 기저에 비하여 증가하였고, 질소의 함량이 증가함에 따라 wt.% 또한 증가하였다. 이러한 부동태막의 깊이별 원소 분포특성이 내식특성과 공식의 크기에 미치는 영향을 동전위분극을 이용하였다. 질소의 함량이 증가하였을 경우, 부식전위는 증가하였으며, 부식전류는 감소하였다. 또한 부동태전류가 감소한 것을 확인할 수 있었다. 이러한 차이의 원인을 확인하기 위하여 XPS를 이용하여 질소의 화학적 상태를 확인하였다. 질소는 암모니아의 형태로 존재하는 것으로 확인되었다. 암모니아 상태로 부동태막에 존재함에 따라 공식이 형성될 때, 암모늄 화함물을 형성하여 공식 내부의 산성도를 낮춤으로써 공식의 형성이 억제된 것으로 사료된다. 또한 공식 이후의 표면을 관찰 할 경우 질소의 함량이 증가함에 따라 표면에서 공식이 거의 관찰되지 않았다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.1
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• pp.13-22
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• 2018

In this study, seismic performance of existing RC frames reinforced with steel chevron bracing systems was experimentally evaluated. For this purpose, the unreinforced base specimen and seismically reinforced specimens with steel chevron bracing systems were fabricated and tested. Both strength and stiffness of the reinforced specimens were targeted about 2-3 times larger than the base specimen. Test results showed that the stiffness, strength, and ductility of the reinforced specimens considerably improved than those of unreinforced base specimen. Therefore, the results from this study could offer the basic information on the developing design guideline for the seismic reinforcement of RC frames.

• Fire Science and Engineering
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• v.20 no.2 s.62
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• pp.1-7
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• 2006

The aim of the research is to estimate the effect of smoke and combustion gases on humane body indirectly through measuring the toxicity of those. For this purpose, the toxic index of smoke and combustion gases was investigated by smoke hazard test and analysis of smoke which were conducted by KS F 2271 and NES 713 method respectively. It i s proved by KS F 2271 method that PASCON trough is suitable to the testing standard of interior material and construction of building. In addition, it is identified by NES 713 method that combustion gases occurring in PASCON product were only carbon dioxide and carbon monoxide, and the smoke index of those was 0.944. This value means that the hazard effect of smoke gases on humane ! body can possibly happens when exposed to the smoke gases for more than 30 min. In aspect of the domestic situation that have not regulated the hazard estimation and the emissions of smoke when the flame retarding ability of the products have been requested, the toxic indexes of PASCON products are comparatively low.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.6
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• pp.205-214
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• 2010

Masonry structures have been used throughout the world for the construction of residential buildings. However, from a structural point of view, the masonry material is characterized by a very low tensile strength. Moreover, the bearing and shear capacity of masonry walls have been found to be vulnerable to earthquakes. In this study, to improve the seismic performance of masonry walls, hexagonal blocks were developed and six masonry walls made with hexagonal block were tested to failure under reversed cyclic lateral loading. This paper focuses on an experimental investigation of different types of wall with hexagonal blocks, i.e. walls with different hexagonal blocks and with different reinforcing bar arrangements, subjected to applied cyclic loads. The cracking, damage patterns and hysteretic feature were evaluated. Results from the hexagonal masonry wall were shown more damage reduction and less brittle failure in comparison to the existing rectangular masonry walls.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.4
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• pp.138-146
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• 2014

Structural safety as well as variety and aesthetics of building facade are currently gathering more attention in building construction and stone curtain wall is widely used in exterior wall. However, two main problems are existed in curtain wall construction method. One is an uniformity of construction quality and the other is a repair work of stone panels. Also, the noise and vibration occurring in construction may be cause of civil complaint. Therefore, a new method is needed to overcome these problems. This paper presents a new stone curtain wall system using under cut anchor and secondary holes that was developed in this study. Additionally, structural performance evaluation was conducted to verify the constructability and structural safety for wind pressure and seismic load. Through the evaluation of this method, improved constructability and economic efficiency were verified.

• The Journal of the Korea Contents Association
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• v.15 no.3
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• pp.458-466
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• 2015

This article aims at examining Japanese recognition of Korea through analyzing the Japanese language textbooks of Japan, in order to find how Japanese people perceived Korea in the first half of the 20th century. I explored descriptions related to Korea in the Japanese language textbooks published in the 1st curriculum (1904) to the 5th curriculum (1945). In this period, the Japanese language textbooks were serving in allowing Korea to be associated Queen Jin Goo and Toyotomi Hideyoshi, Korean custom and Korean landscape of Seoul and rural area. They designated Korea was a small and weak country through the stories of Queen Jin Goo and Toyotomi Hideyoshi. Although they introduced Korean floor heating system, Korean costume, and Korean ritual, they reinforced Korea was a backward country through representing undeveloped transportation facilities and unsanitary living conditions. They characterized the coloniality of Korea through portraying modern buildings created by Japan on Seoul streets. Furthermore, they induced assimilation of Japan and Korea through the story of Korean rural areas.

• Korean Journal of Construction Engineering and Management
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• v.9 no.5
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• pp.186-193
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• 2008

The SPS, Strut as a Permanent System, method is widely adopted for the main structural member in addition to temporary strut function for the shuttering of excavation work. Although the SPS method has contributed to cost saving, time reduction, enhancement of structural stability, improvement of construction environment and so on at the building construction site, it caused the problems of increase of basement height and additional work for fire protection of steel structure. The increase of basement height caused the increase of shuttering depth and excavation, and the fire protection caused the additional cost as well as the deterioration of construction environment. In order to improve the problems, this paper is to propose a modularized hybrid structural system(HSD). The detail of the system is introduced and the structural performance and constructibility are proved through the experiment and site application.

• KIEAE Journal
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• v.16 no.2
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• pp.79-85
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• 2016

Purpose: It is difficult to calculate frame U-value because of the two reason. First is selection of air properties in cavity. Second is calculation method in window frame. For this reason, it is important to decide cavity properties in window frame. However, international standards offered different method(ISO 15099, ISO 10077) and air properties was changed according to the two methods. The aim of this study was to suggest method for deriving accurate frame U-value using international standard methods and CFD simulation. Method: First, this study conducted analysis calculation method of ISO 15099 and ISO 10077. And, CFD simulation conducted based on same condition. Finally, ISO calculation and CFD simulation results were verified through comparison with real experiment results. Result: The results show that effective conductivity of ISO 15099 was the highest value. ISO 10077 and CFD result followed. The convergent values of ISO 10077 was the highest. ISO 15099 and CFD followed. ISO calculation reflecting CFD simulation results will reduce error with experimental results.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.21 no.6
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• pp.597-605
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• 2008

The feasibility study of a newly proposed smart base isolation system employing magneto-rheological elastomers(MREs) has been carried out. MREs belong to a class of smart materials whose elastic modulus or stiffness can be adjusted by varying the magnitude of the magnetic field. The base isolation systems are considered as one of the most effective devices for vibration mitigation of civil engineering structures such as bridges and buildings in the event of earthquakes. The proposed base isolation system strives to enhance the performance of the conventional base isolation system by improving the robustness of the system wide stiffness range controllable of MREs, which improves the adaptability and helps in better vibration control. To validate the effectiveness of the MRE-based isolation system, an extensive numerical simulation study has been performed using both single-story and five-story building structures employing base isolated devices under several historical earthquake excitations. The results show that the proposed system outperformed the conventional system in reducing the responses of the structure in all the seismic excitations considered in the study.

• Computational Structural Engineering
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• v.11 no.1
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• pp.27-37
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• 1998

본 고에서는 지진해석과 관련하여 가장 중요한 원칙과 해석법에 대한 개략을 제시하여 철근콘크리트 구조물의 지진해석과 관련된 용어 및 특수과제를 언급하고자 한다. 이 해석의 위력이나 매력적인 점에도 불구하고 지진응답에 대한 해석은 항상 많은 불확실성에 부닥칠 수 있다는 것을 강조하고자 한다. 해석은 설계과정의 한 단계에 불과하여 수많은 컴퓨터 출력 페이지가 빈틈없는(sound) 기술적 판단을 대신하여서는 안된다. 구조물에 있어서의 지진력은 외부에서 가해진 하중으로부터 발생하는 것이 아니다. 구조물에 압력 및 흡입력으로 작용하는 풍하중과는 달리, 구조물의 기저(base)에서의 주기적 운동에 의한 응답으로서 상부구조물은 가속도를 받게 되고 따라서 관성력으로서 지진력이 얻어지게 된다. 지진응답은 기본적으로 동적인 성질을 가지며 고유주기와 감쇠와 같은 동적 특성은 이 응답을 결정하는데 결정적인 역할을 한다. 만약 지진해석이 실제적인 것이 되자면, 단순화된 방식으로라도 이러한 동적 특성을 고려할 수 있는 것이어야 한다. 이러한 동적 성질이 복잡성의 한 요인이며, 다른 요인으로서 해석적 장애가 존재한다. 대부분의 구조물은 최대지진에 대하여 상당한 항복현상을 나타냄으로써 저항하도록 설계하고 있다. 따라서 설계자는 최대지진에 대한 구조물의 비선형 동적 거동에 대하여 어느 정도 이해를 하고 있어야 한다. 원칙적으로 이것은 매우 복잡하고 어려운 해석적 문제를 제기하게 된다. 실제로는 매우 단순화된 해석법, 적절한 설계 및 상세의 조합만으로도 만족스러운 거동을 얻는 것에 부족함이 없다. 어쨌든 이러한 해석기법의 바탕과 한계를 이해하는 것은 필수적이다.tidyl ethanolamine$(20.9{\sim}29.7%)$, phosphatidyl inositol$(18.4{\sim}26.1%)$ 순으로 많았다. 각 구성지질의 지방산조성은 4종의 버섯 공히 linoleic acid와 palmitic acid가 주요 지방산이었으나 싸리버섯은 중성지질에서 oleic acid의 함량이 높았다.n the part of special landscape management area, it is necessary to introduce landscape impact assessment system to more effective landscape management.ch served as supporting organizations. The control of the construction and management of the royal garden and landscape was held by decision makers, executors of works and management. 2) The general process of the construction and management of the royal garden and landscape included Sangji and Kyuho다 as the first step; In case of buildings and facilities, according to former examples and drawings, the most of the planning and design was already fixed.