The purpose of this paper is to present a design method for friction damper (FD) for inelastic response control of short-period structure. A critical design parameter of FD is maximum friction force (MFF) and previous study evaluated MFF using equivalent damping ratio which is based on the maximum displacement. This procedure, however, gives the overestimated MFF for short-period structure. In this study, MFF of FD is evaluated based on RMS displacement response which is obtained by using given maximum response and peak factor. Numerical analysis shows that proposed method provide a reasonable MFF of FD for short-period structure.

The purpose of this study is to propose the general method for evaluating the equivalent damping ratios of a structure with supplemental response control dampers. We define Lyapunov function of which derivative can be expressed in autoregressive form and evaluate the equivalent damping ratios by using Lyapunov function and its derivative. This Lyapunov function may be called as generalized structural energy. In this study, it is assumed that the response of a structure is stationary random process and control dampers do not affect the modal shapes of a structure, and the structure has proportional damping. Proposed method can be used to get the equivalent damping ratios of a structure with non-linear control dampers such as friction dampers as well as linear control dampers. To show the effectiveness of the proposed method, we evaluate the equivalent damping ratios of a structure with viscous dampers, AMDs, and friction dampers. The equivalent damping ratios from proposed method are compared to those from eigenvalue analysis for linear control dampers, and those from time history analysis for non-linear control dampers, respectively.

Recently, there has been a tendency to use composite deck plates in high-rise building and apartment construction due to its cost efficiency and less installation time. The purpose of current study is to clarify structural performance of deck plate and further safety through carefully designed experimental program. In order to clarify bending capacity and joint continuity, specimens were divided for positive and negative moment and testing parameters are thickness of deck plate, slab thickness, and various reinforcements The results of experimental test are following; (1) When the thickness of deck plate is 1.0mm, the strength increased by 1.3~10.1%, and 2.0~3.5% comparing the case of 0.8mm deck plate thickness. The thickness of deck plate did not play significant role in terms of strength of the slab in both positive and negative moment tests. (2) The yield strength of slab in positive moment test, having 200mm slab thickness and D13 reinforcement steel, was increased by 28.4~34.8% comparing 160mm slab thickness and D10 reinforcement steel case. And 22.4~25.1% of yield strength was increased after install bottom reinforcement steel. (3) In negative moment test results showed that the increase of yield strength when the bottom reinforcement installed was 2.0~2.3% in 200mm slab thickness and 2.0~3.0% in 160mm slab thickness. In positive moment test, the increase of yield strength was 22.8~26.7% in 200mm slab thickness due to bottom reinforcement, and 11.4~20.5% in 160mm slab thickness. The reason being bottom reinforcement in negative moment contributes less amount of yield strength compare to positive moment location is that the bottom reinforcement resists compression force where the deck plate has enough strength already.

Recently the construction of residential building faces many difficulties due to the shortage of building materials and works. Simplifying the stage of processing and assembling reinforcing rods and increasing the efficiency of them in reinforced concrete construction can be used to settle the difficulties. In the respect, structural wire-fabric is utilized. The purpose of this study, instead of deformed steel bars, to examine the utilization of slab joint, which is accompanied with a large deformation in the structure subjected to seismic loads, to suggest reinforcing method which is efficient, easily constructible and structurally safe. The results are as follows ; 1. The ductility capacity of continuous slab joints reinforced by welded wire fabric is less than that with deformed bar. But continuous slab joint is reinforced by deformed bar for the longitudinal reinforcement, it is increase strength and ductility capacity. 2. It is recommended that simple cut jointing of welded wire fabric should be avoided in wall-wall joints.

The structure which was designed until then had no resistance to earthquake, since enforcement ordinance for seismic design was established in 1988. Most of mid or low story building have no resistance to earthquake, though it is the structure which was designed since then. Prior to this experiment, the experiment, which was repair and retrofit method for seismic performance progress of the reinforcement structure which was not designed to be protected from an earthquake, had been performed and obtained good results. The aim of study is that repair the structure and evaluate seismic performance of the repaired structure in the case of the structure damaged by earthquake.

This paper studied the efficiency of retrofitting of reinforced concrete structure which was not designed to endure an earthquake. The earthquake in Kobe, Japan showed that there was a great possibility of having an earthquake even in big city and the damages were concentrated on mid or low story buildings which were not considered to be protected from an earthquake. This experiment used reinforced concrete structure which restrained side-by-side displacement-to test durability against an earthquake. This study deals with the structural performance of reinforced concrete frame structures strengthened with steel materials.

Eight years have been passed after the collapse of Sampoong Department Store. Although more than five hundred people were killed at once due to the collapse, many irrational system and specifications which blew that disaster still alive. In this paper, some irtational system and specifications were reviewed. Better rational system and specification were suggested at various levels of design, construction and maintenance of buildings.

기존의 연구에서 제안된 한반도내의 전도성 구조를 정량적으로 해석하기 위해 전도성 구조를 고려한 3차원 지자기 모델링을 수행하였다. 모델링 결과는 관측 유도 지시자를 잘 설명하며, 모델에서 설정된 임진강 벨트와 옥천대의 전도도 구조에 대한 가정이 유의미함을 보여주고 있다. 한반도의 서중부 관측점들(YIN, ICHN)은 임진강 벨트의 영향을 반영하는 것으로 보이며, 한반도 서남부의 관측점들(HNS, CHY, DZN, MWN)은 옥천대의 영향을 반영하는 것으로 보인다. 관측 유도 지시자로부터 해양효과를 제거한 차이 지시자를 계산하였는데, 한반도 서부의 관측점들은 주기 60분에서 관측 유도 지시자와 큰 차이를 보이지 않았고 특히 YIN, ICHN은 주기 10분부터 동일한 양상을 보여 주고 있는데 이러한 결과는 옥천대와 임진강 벨트가 심부까지 확장된 전도성 구조라는 가설을 지지한다.

본 논문에서는 Shannon의 샘플링 이론을 이용하여 제한된 수의 센서에서 얻은 모드형상으로 정확한 모드형상을 재생성하고, 이렇게 재생성한 모드형상을 이용하여 구조물에 발생한 손상을 탐지할 수 있는지의 가능성에 대해 조사하였다. 우선 시간 영역에서의 Shannon의 샘플링 이론을 검토하였고, 이를 공간영역으로 확대하였다. 공간영역으로 확대한 Shannon의 샘플링 이론은 그 효용성을 확인하기 위하여 단순보의 모드형상을 해석적으로 구한 후 최소한으로 제한된 수의 샘플 데이터로 모드형상을 재생하였고 이를 원래의 모드형상과 비교하였다. 이렇게 하여 얻은 결과를 바탕으로 구조물의 모드형상을 추출하는 동적실험에서 필요한 최적 가속도계의 위치를 구할 수 있는 간단한 관계식을 제안하였다. 제안된 관계식과 공간영역으로 확대한 Shannon의 샘플링 이론의 실용성은 연속 2스팬으로 구성된 실험실 빔 구조물의 손상 전과 후의 모드형상에 적용하여 손상을 탐지함으로써 입증하였다.

본 논문에서는 오래된 원자력발전소의 내진검증과 관련한 USI A-46 문제의 해결에 사용될 수 있는 캐비닛의 내진보강방안에 대해 연구하였다. 캐비닛 구조물의 동적거동특성을 파악하기 위하여 3종류의 모델링을 수행하였고 그 결과를 비교하였다. 또한 ICRS(In Cabinet Reponse Spectrum)의 저감을 위하여 1) 보강프레임, 2)감쇠기 설치, 3) 동조질량감쇠기 등 세 가지 내진보강방안에 대하여 구조물의 응답을 산정하였다. 해석결과, 가새보강 및 감쇠기를 설치하는 보강방법에서는 보강전의 구조물보다 큰 ICRS가 얻어지는 경우가 발생해 보강시 많은 주의가 요구된다. 동조질량감쇠기의 사용은 좋은 제진효과를 보였으나 실구조물과 정확한 진동특성을 반영한 모델의 작성이 중요한 것으로 판단되었다.

본 논문에서는 시간영역에서의 응답을 이용하여 복잡한 트러스의 구조물에서 발생할 수 있는 손상의 위치와 크기를 추정할 수 있는 알고리즘을 제안하였다. 일정한 시간동안 획득한 응답데이터를 각 부재별 평균 변형에너지를 구하기 위하여 공간적으로 확장하였다. 이렇게 확장된 평균 변형에너지는 다시 손상 지표를 구축하는데 사용하였으며, 손상 지표는 손상 전과 손상 후의 구조물의 강성의 비이다. 본 논문에서 제안한 방법론의 타당성은 유한요소 모델로 손상을 모의하고 이로부터 얻은 응답데이터를 적용하여 입증하였다. 또한 응답데이터에 노이즈를 추가하여 노이즈가 제안한 알고리즘에 미치는 영향도 분석하였다.

Recently, the fabrication process of W-Cu nanocomposite powders has been researched to improve the sinterability by mechanochemical process (MCP), which consists of ball milling and hydrogen-reduction with W- and Cu-oxide mixture. However, there are many control variables in this process because the W oxides are hydrogen-reduced via several reduction stages at high temperature over 80 with susceptive reduction conditions. In this experiment, the W-15 wt%Cu nanocomposite powder was fabricated with the ball-milling and hydrogen-reduction process using W and CuO powder. The microstructure of the fabricated W-Cu nanocomposite powder was homogeneously composed of the fine W particles embedded in the Cu matrix. In the sintering process, the solid state sintering was certainly observed around 85 at the heating rate of 1/min. It is considered that the solid state sintering at low temperature range should occur as a result of the sintering of Cu phase between aggregates. The specimen was fully densified over 98% for theoretical density at 120 for 1 h with the heating rate of 1/min.

The short-term observation of the poems in the Dongguan area could lead to the following conclusions regarding the quadrangular relations in terms of psychological and cultural aspects: 1) Dongguan is geopolitically located in the area connecting the Zhu River, Guangzhou, Shinzhen, and Hong Kong. The capital from Taiwan, Korea, Japan, and Singapore has advanced here between Hong Kong"s globally-renowned business management and the continent"s development dictatorship. This area is in short in the process of rapid changes. As "a fair lady has left with the river," everything familiar here in Dongguan is destined to disappear. Replaced by strange things, Dongguan is a furnace. of new rationality triggering changes in production relations and consciousness patterns. At the same time, Dongguan is the birthplace of a pleasure-seeking culture to "fly away the flowers of desire/ to somewhere high above/at the last moment of powerful emotions." 2) The fundamental contradiction in the shoes manufacturing industry in Dongguan can be summed up as the 4-party relationships among A(America and Europe in charge of brands and marketing), B(Hong Kong doing financial work and broking), C(Korean or Taiwanese managers responsible for production management), and D(China"s labor and revenue with a promising potential market). While A and B are fated to leave later, C and D are supposed to stay on the stage. Therefore, C and D should get united to introduce B so that a coexistence-coprosperity (i.e., win-win) strategy can be prepared by depending on China"s domestic demand market. 3) Basically, B cannot exist without C. But A is part of various economic activities to B. On the other hand, the role of B is more important in the relationships between C and D. For the Dongguan people, it is impossible to rationally reform authoritarianism, the common problem of socialism and capitalism. In fact, it is impossible for C to lead the relations between C and D. The occasion for trust is given by B, but the C-D relationships accumulate the trust into the form of experiences. If they can create trust without the help of B, the quadrangular relations cannot but be changed. That is, when A is excluded from marketing in China to hold business activities in Europe and America, technological development can be independently driven by the consortium among B,C, and D. As a result, the Korea-Taiwan-Hong Kong-China-India belt can be formed with two top markets in India and China. What matters is D"s inner contradiction. areas political economics before reform and opening was just ideological, it is at present the critical weapon about concrete reality. Thus a poem goes: "He is now a domestic animal,/ digging the mud for bugs, drinking dirty water,/and eating fruit falling from far above." 4) What attracts our concern are Taiwanese Commercial School and Houjie in Dongguan. The former is the model of the educational system between two koreas as in is approaching toward the agreement between China"s socialism and Taiwan"s capitalism. When everything but capital goes outsourcing in this community, the latter is the heaviest and the strongest owing to the lightest and the most liberal production relations. It is the salmons going against the flow of the times and uniting the premodern and modern ages. The possibility of Houjie is based on the market existing beyond markets.

샌드위치 판은 질량에 비해 높은 강성과 강도를 갖고 있으므로 매우 효율적인 구조재로서 폭넓게 쓰이고 있다. 알루미늄 압출 샌드위치 판의 적절한 설계를 위하여는 역학적 거동 해석이 선행되어야 하나, 아직 이에 대한 연구는 미비한 상태이다. 코어가 채워져 있지 않은 중공 단면(hollow section)인 샌드위치 판의 역학적 거동 해석에는 일반적으로 상세 유한 요소 해석을 하게되나, 이는 모델링과 해석에 많은 시간이 소요된다. 본 논문에서는 트러스(truss) 형상의 심재를 갖는 샌드위치 구조 압출재를 이방성의 판으로 치환하여 해석하는 방법을 제시하였다 적절한 이방성 후판으로의 치환을 위해 등가의 강성을 평가하는 방법을 제안하였으며, 이 등가의 강성을 판 이론에 적용하여 균일 분포 하중을 받는 사변 단순지지 조건의 알루미늄 압출재에 대한 처짐과 응력에 대해 간이 해석식을 개발하였다. 아울러 상용 유한 요소 프로그램을 이용하여 계산한 결과와 비교한 결과 제시한 간이식의 높은 정도와 효율성이 입증되었다.