In this study, the mechanical characteristics with micro structure were analyzed on the butt joint of AZ60 magnesium material extruded by GMAW and GTAW processes. As the result of tensile test, the fracture in the welding joint area happened at both processes and seemed to be brittle fracture. The yield strength of GMAW was 84.29% and GTAW was 60.43% as compared with base metal. The yield strength of GMAW was higher 23.86% than that of GTAW. The result of decreased micro hardness was indicated at both processes. The value of minimum micro hardness in FZ at GMAW was Hv 46.7 and GTAW was Hv 43.6 as compared with base metal. The value of minimum micro hardness at GMAW process was higher 5.64 % than that at GTAW process. The size of grain boundary at GMAW process in HAZ is smaller than that at GTAW process. GMAW process is more superior than GTAW process from the productivity and quality in case of automatic welding for magnesium alloy such as the automobile seat frame.

Recently, for efficiency increase of the wind turbine tower, turbine has been enlarged and installation location has been transferring to offshore. The importance of the support structure is emphasized when a wind turbine tower is installed on offshore. The support structure is influenced not only by the system operating loads but also by various marine condition loads. Accurate and safe design is essential because the connection between the support structure and the wind tower can be relatively fragile. In particular, the type of foundation pile and sleeve grout connection were adapted from DNV, API, and ISO that are typically used for wind towers, and they have been continuously studied by many researchers. However, the experimental results by researchers are different from the design equations, and it needs to modify the formula according to connection properties and material. Therefore, this study investigates the design equation presented in existing design criteria and the results of research conducted by existing researchers, and analyzes ultimate strength and failure modes.

Corrosion is one of the most typical aging phenomena associated with long-term use of steel structures. Corrosion of high-tension bolted connections causes problems such as reduction of thickness of member and relaxation of axial force of high-tension bolt, thereby reducing load-carrying capacity of high-tension bolted connections. In this study, three specimens were subjected to natural corrosion in order to evaluate the residual load-carrying capacity of high-tension bolted connections where corrosion occurred. Two specimens were newly fabricated for comparison with the corroded specimens. In addition, the static bending test was performed to compare and investigate the behavior characteristics of the high-tension bolted connections and the final failure modes. The residual load-carrying capacity of the corroded high-tension bolted connections was evaluated.

Combining the AKARI Point Source Catalog and the 37-month Monitor of All-sky X-ray Image (MAXI) catalog, the infrared and X-ray properties of nearby active galactic nuclei were investigated. The 37-month MAXI catalog tabulates 100 nearby Seyfert galaxies, 73 of which are categorized into Seyfert I galaxies. Among these Seyfert galaxies, 69 ones were found to have an AKARI infrared counterpart. For the Seyfert I galaxies in this sample, a well-known correlation was found between the infrared and X-ray luminosities. However, the observed X-ray luminosity of the Seyfert II galaxies tends to be lower for the infrared luminosity than the Seyfert I galaxies. This suggests that the X-ray absorption is significant in the Seyfert II galaxies. The Seyfert II galaxies seem to have a bimodal distribution of the IR color between 18 μm and 90 μm. Especially, a large fraction of the Seyfert II galaxies exhibits a redder IR color than the Seyfert I galaxies. A possible origin of the redder IR color is brie y discussed, in relation to the star formation activity in the host galaxy, and to the X-ray absorption.

When reinforcing an existing reinforced concrete beam-column building with a precast concrete panel, special connection between the PC member and the RC member is required to solve the time dependent deformation of the RC member and to receive the large shear forces. The aim of this study is to obtain the shear strength of upper connection between the existing RC beam-column and infilled PC wall panels in experimentally and theoretically. Thus, the static shear loading tests were conducted on the 6 specimens with the plate connection. Shear failure was resulted from the weakest portion of interior PC panel, exterior RC, and the connection, when the PC portion which located at the center of specimen was pulled upward from the bottom. T he experimental result was compared with analytical result from ACI 318M-14 Chapter 17 for the shear strength of post-installed anchor and PCI Handbook 7th edition 6.8 Structural Steel Corbel (PCI Design Handbook 7th edition, 2010) for the strength of cast-in H-beam. The analytical and experimental results show final failure at the same location. The failure loading of experiment showed larger than average 6% to that of the analysis.

서양에서 멜랑콜리 이론은 문학과 문화의 분야에서 매우 중요하게 다루어져 왔다. 멜랑콜리는 서양의 우주론에서 인간을 구성하는 4원소중 하나라고 할 수 있으며, 멜랑콜리에 관한 인식론적인 프레임은 명리학에서 구성된 기호학적인 특성과 매우 유사하다. 명리학은 자연을 근간으로 동양에서 자연과 인간의 운명 을 탐구하는 학문이라고 할 수 있다. 멜랑콜리 이론과 명리학의 이론의 가장 핵 심은 둘 모두 인간의 문화와 자연에 관한 것이라고 할 수 있다. 문학이론은 오 랫동안 그것과 인접한 다른 학문의 지식체계를 흡수하면서 발전해 왔다. 정신분 석학, 페미니즘, 정치학, 그리고 심지어 물리학 까지도 문학의 영역으로 흡수되 어 새로운 비평이론의 토대가 되기도 했다. 보다 최근에 문학은 현대과학기술로 인해 위협받고 있는 자연에 대한 새로운 접근을 시도하고 있는데, 이러한 시도 는 생태학, 혹은 생태학적 문학비평의 이름으로 이루어지고 있다. 생태학은 아 마도 현대문명의 파괴적인 위험에 대한 양심적인 학문의 반응이라고 할 수 있 을 것이다. 명리학은 그것이 본래 자연과 인간의 운명을 다루고 있다는 점에서 이러한 생태주의적 관점과 접목될 수 있는 여지가 충분히 많이 있으며, 아마도 그런 관점에서 새로운 인문학적 통찰을 제시해 줄 수 있을 것으로 기대된다.

Currently, the number of a shopping center building is increasing because most people want to go a shopping center building easily for buying many things and eating some foods. That are a normal trend these days. However, the increasing number of shopping center buildings has been increasing the number of shopping center building fires which also have been making social problems. Therefore, this study was conducted for the fire department connection among other fire facilities because it is important for fire suppression. The research subject is on the fire department connections that are on 70 shopping center buildings of more than 5 years old constructed. Survey and analysis were conducted for 70 fire department connections. The result of this study is that all installed fire department connections have a type that includes one or two holes each at 65mm wide, and the average distance between fire department connections and access roads is 4.85m. The total average percentage of insufficiency conditions such as drive ways for fire trucks, visibility, accessibility, pressure range sign, installed height, cover of the hole, etc. is 45.3%. So improvement of law and systems, that are fire facility construction and maintenance implementations, will be needed in my opinion.

Two types of connection between the abutment and CFT pile were proposed for the sub-structure of the integral abutment bridge. One was a bolt connection (Type-A) and the other was a hook connection (Type-B). To analyze the performance of connection Type-A and Type-B, a quasi-static experiment was carried out. According to experimental results, the destruction occurred at the connection point and so both type A and type B need to have a reinforced design as the link between the abutment and CFT pile. However, when the load resistance performance and energy dissipation capacity was analyzed, the performance of connection Type-B was superior to the performance of connection Type-A.

장래에 어떠한 법적 문제가 현실적으로 발생할 것인지를 현재의 시점 에서 정확하게 예측하는 것은 일정한 한계가 있다. 그러나 사회질서를 규율할 목적으로 만들어진 것이 법 제도이므로, 불합리한 결과가 발생되 지 않도록 그 위험성을 최소화할 수 있는 방안들이 꾸준하게 모색될 필 요가 있다. 이와 관련하여 약관제도는 대량거래를 반영하여 새롭게 창출 된 제도라는 점에서 종래에 발생한 문제점들을 면밀하게 파악한다면, 장 래에 정립될 약관제도는 보다 합리적이고 실질적 정의에 합치될 수 있 다. 특히 보험약관의 설명의무와 관련하여 종래 대법원은 보험자가 약관 상의 중요한 사항에 대하여 구체적이고 상세한 명시설명의무를 부담하는 것은 분명하지만, 만약 보험계약자가 이미 잘 알고 있거나 법령에 규정 된 사항을 반복하거나 부연하는 경우 등에는 보험자의 약관설명의무가 면제되는 것으로 분리하여 취급하고 있다. 그런데 약관의 설명의무와 관 련하여 학설 및 판례입장에 대하여 적지 않은 비판이 제기되고 있으며, 유사한 영리행위를 하고 있는 업계에서는 표준약관제도에 의하여 거래조 건이 통일화됨으로써 사적자치의 원리가 제한받을 뿐만 아니라 거래조건 에 관한 경쟁을 저해할 가능성도 있다. 이러한 이유에서 논자는 현행 약 관제도와 관련한 주요한 내용을 검토하면서, 특히 약관의 설명의무와 관 련하여 발생하고 있는 몇 가지 법적 문제점을 중심으로 관련쟁점을 분석 하면서 그 개선방향을 제시하였다.

In this study, a quasi-static experiment was conducted on the connection performance between the integral abutment bridge and CFT pile. Six experiment specimen were manufactured and were divided into type A and type B. Experiment specimens of Type A were connected with bolts and experiment specimens of Type B were connected with hooks. In the experiment results the connection performance of Type B showed excellent performance more than that of Type A.

This study investigates the analytical study for developing PEB(Pre-Engineered Building) connection Steel damper. The state-of the art of the steel beam-column seismic connection details were studied previously to develop proper damper for PEB connection. Finite element analysis is performed to develop the prototypes of damper under cyclic load. The study parameters of analysis are the shape, length, thickness, orientation and location of damper. As a result of finite element analysis, three prototype damper details for PEB seismic connection are derived. One is tapered plate on the lower flange of the rafter, another is C-plate on the center of panel zone and the other is brace on the beam-column connection.

In this study the structural performance of new composite column to composite beam connection was evaluated by cyclic tests. It is designed to be applied to various types of through type system to the bottom plate to view synthesis composite beam. A composite column is composed of a RC type column reinforced by steel angles which the end bends in each edge corners of column. also, A composite beam is composed of trussed type’s web, a bottom steel plate and reinforced by steel angles which the end bends in each edge corners of beam. 4 cyclic tests of the clarified structural performance of the connections are performed. All specimens that is apply reinforced concrete beam-column joints based on KBC2009 criteria was performed by cyclic test of column to beam. All specimens were exposed to be satisfied with the required ultimate strength.

A fire sprinkler system is very important to extinguish fire in the building. The sprinkler system initiates sprinkler discharge if the detection system identifies a developing fire and opens the pre-action valve. However, pre-action fire sprinkler systems mainly installed in the underground parking lot at the apartment complex do not properly operate at fire if the connection type of fire sprinkler systems does not properly installed and operated. This study identified the relationship between fire dispersion & damage and the connection type of water supply in the sprinkler system from many fire cases at the apartment complex in South Korea. In addition, this study also identified the water supply differences and characteristics between South Korea and foreign countries. The main purpose of this study is also to improve the water connection types in the sprinkler system that can reduce the potential failures of pre-action valve operation through electrical signal system. The study also suggests the improvement plan for water connection types in pre-action fire sprinkler system that can minimize potential failure of pre-action fire sprinkler system. The suggestions for revising the fire safe standard in South Korea includes letting the water supply pipe of sprinkler system water inlet connect to the second side of pre-action valve and the water flow device that can minimize potential failure of sprinkler system.

대인관계의 어려움은 이차적으로 우울과 같은 정신적인 문제 를 유발한다. 이에 이 연구에서는 청소년을 대상으로 대인관계 와 우울 사이에 매개변인을 규명하고자 하였다. 연구대상은 일반 고등학생 291명을 대상으로 대인관계와 우 울사이의 매개변인에 대한 경로모형 분석을 시행하였다. 그 결 과, 대인관계가 자아존중감을 거쳐 우울에 영향을 미치는 것으 로 밝혀졌으며, 자아존중감의 매개효과는 유의미한 것으로 나 타났다(p<0.05). 그러나 대인관계와 우울감에서 사회적 지지의 매개효과는 유의미하지 않았다. 이 연구를 통하여 '자아존중감'과 '사회적 지지'가 대인관계 와 우울 사이의 매개변인으로 작용하는 경로 모형을 검증하였 으며, 이러한 결과가 향후 청소년에 대한 연구의 기초자료로 사용되길 기대한다.

To overcome the weakness of spread foundation in large space structure, the research of precast pile for replace spread foundation have been conducted. The new type of joint between PHC pile and steel column is named HAT Joint(Hollow hAlf-sphere cast-sTeel Joint). It connected PHC Pile by bolt that verification of bolt connection should be accomplished. In this paper, pull-out test and flexural performance for HAT Joint to verifying the bolt connection is explained. As a result, the pull-out and flexural capacities of bolt were checked to use in real structure. Furthermore, the equation of pull-out strength was proposed.

이 논문은 상가건물임대차에 있어서 권리금과 관련한 법적 문제를 검토한 것이다. 장래에 어떠한 문제가 발생할 것인지를 현재의 시점에서 정확하게 예측할 수는 없지만, 그것이 사회질서를 규율하는 법 제도라고 한다면 불합리한 결과가 발생되지 않도록 그 위험성을 최소화할 수 있는 방법이 모색되어야 한다. 특히 상가건물임대차 제도는 새롭게 창출된 제도라는 점에서 종래에 발생한 문제점들을 면밀하게 파악한다면, 장래에 정립될 상가임대차 제도는 보다 합리적이고 실질적 정의에 합치될 수 있을 것으로 생각한다. 일반적으로 상가건물 임대차계약의 주된 내용은 임차인의 임차목적물에 대한 사용ᆞ수익권과 임대인의 차임청구권이지만, 그 이외에 권리금도 오랜 기간 동안 임대차계약에 수반되어 관행적으로 수수되어 왔다. 권리금이란 주로 도시지역의 토지 또는 건물의 임대차, 전대차, 임차권의 양도 등에 있어 그 부동산이 가지는 장소적 이익의 대가로서 임차인, 전차인 또는 임차권의 양수인이 임대인, 전대인 또는 임차권의 양도인에게 지급하는 보증금이나 차임 이외의 금전 기타 유가물을 의미한다. 지금까지 권리금에 대한 규제는 법적 근거가 없어서 권리 보호의 사각지대에 놓여 있었다. 이러한 문제를 인식한 정부는 지난 2014년 9월 23일 권리금의 법제화 방안을 발표하였고, 2015년 5월 13일 상가임대차보호법의 일부규정이 개정되기도 하였다. 그런데 법무부가 발표한 권리금 법제화 방안과 최근에 개정된 상가임대차보호법은 몇 가지 측면에서 문제가 있다. 이러한 이유에서 저자는 본고에서 현행 상가임대차 제도와 관련한 법적 쟁점 중에서, 특히 우리나라의 상가임대차건물의 임대차에 있어서 권리금의 지급과 관련한 법적 문제점을 중심으로 몇 가지 논점을 검토하면서 그 개선방향을 제시하였다.

In recent years, the Glass Fiber Reinforced Polymer Plastic (GFRP) structural shapes are available in civil engineering applications. Among many manufacturing techniques used for GFRP structural shapes, pultrusion process is one of the most widely used techniques to produce the structural members in civil engineering applications. This study was focused on the mechanical behavior of singly bolted lap-joint connection with various hole clearances (tight-fit: 0.5mm, 1.0mm, 1.5mm, 2.0mm, 3.0mm) in Pultruded GFRP structural members. The specimens with single bolt-hole have been tasted in tension under bolt-loading conditions. The failed specimens were examined for their failure load and fracture patterns with respect to the various hole clearances.

현대 목조 구조물은 일반적으로 접합철물인 연결재를 이용하여 접합된다. 그리고 목조 구조물에서 다수의 연결재를 사용한 접합부는 반강접 접합부를 만든다. 목조 구조물에 접합부가 핀접합으로 설계될 경우에 접합부를 통해 전달되는 하중이 과소 평가되고 이것은 접합부의 저항능력 부족을 초래한다. 목조 구조물의 접합부를 완전 강접합으로 고려할 경우에 접합에 필요한 접합철물의 양이 과도하게 증가 할 수 있다. 이것은 미적인 요소 뿐만 아니라 시공성과 경제성을 저하시킨다. 접합부의 합리적인 강성에 대한 추정은 목조 구조물의 합리적인 접합부의 설계에 필수적인 요소이다. 이 논문은 목조 구조물의 구조설계를 쉽게 수행할 수 있도록 도움을 주기 위하여 2면 전단접합에 대하여 구조설계에서 널리 이용되는 상용 프로그램을 사용하여 접합부의 근사적인 강성을 나타낼 수 있는 해석 모델링 기법을 제안한다. 제안된 근사해석 모델링 기법은 휨 모멘트, 인장에 대한 실험 결과와 해석결과를 비교하여 접합부의 거동을 나타낼 수 있다는 것을 확인하였다.