Jukseoru is a pavilion building located in 44 Jukseoru-gil, Samcheok-si, Gangwon-do. Jukseoru is characterized by the fact that the center 5 bays out of the front 7 bays are in the form of Jusimpo, while the ends of each side are in the form of an Ikgong. In addition, the columns are not aligned with each other because the columns of both compartments are out of the center rather than the columns of the center of the five compartments of the columns do not match each other. Based on this, architectural historical circles initially built five bays in pairs, but later added one space to each side to make it seven bays. Recently, however, a new claim has been made that it was built with seven bays from the beginning. Therefore, this paper proved that Jukseoru were expanded through historical data. We also looked at the characteristics of the Jukseoru period and the process of transformation through comparison of the bracket type.

The purpose of this paper is to study on the architecture and extension project for the Church of St. Lorenzo. This study is composed of a through analysis of the extension elements on the church building and extension type for extension project of the Church of St. Lorenzo. The results of study are as follows: 1. The extension project for the Church of St. Lorenzo was basically consisted of the concept of a horizontal extension plan through both the interior and exterior space of the church building. This project was the plan of concept of additional or affixing extension through existing spaces with necessary spaces to make up for the previous simple space and form as well as functional aspect. 2. The unit spaces of the nave, the aisle, the small chapels bilaterally adorning the aisles, the transept and the chapels around transepts, and the sacristies by the extension project for the Church of St. Lorenzo is composed of regulation, balance and harmony as geometric space composition according to simple proportion system on whole and parts as well as parts and parts, through the definite articulation by each space zoning. 3. The most important innovative aspect different to previous churches in the extension project for the Church of St. Lorenzo is the compositive system of each other symmetrical spaces through long centrical axis of central part, applying the module system for horizontal arrangement. In particular, the use of regular module on repetition and proportion of rhythm from architectural composition system was precisely composed with the alter that consists of visual focus to express more accurate perspective.

평화의 댐은 높이 125m, 길이 601m, 저수량 2,630,000,000㎥로 강원도 화 천에 위치하고 있으며 2006년 6월 15일 2차 증축공사를 준공 하였다. 하천에 댐을 건설하게 되면 유수역이던 지역의 유속이 급격히 감소하고, 수위 상승 및 그에 따른 수변의 확장으로 인해 인공적인 정수역으로 변화하게 된다. 따 라서 유수역에 적응하여 살아가던 저서성대형무척추동물들은 물의 흐름이 있 는 상류지역 등 주변지역으로 이동하거나, 그러지 못한 개체는 사멸하게 되 고, 새로이 정수역이 된 지역은 환경에 맞는 종들로 구성원이 대체된다. 이러 한 일련의 변화과정은 댐이 건설된 지역 뿐 아니라 그 주변 지류에도 영향을 줄 수 있으며, 조사지역인 평화의 댐 주변은 그러한 변화과정이 진행되고 있 는 불안정한 생태계로 볼 수 있다. 본 연구는 평화의 댐 주변 지역 4개 지점 및 대조군에 대해 2006, 2008, 2010년에 걸쳐 연 2회 조사수행 후 저서성대 형무척추동물의 군집구조를 분석하였다. 비교 결과 지속적으로 종수 및 개체 수가 늘어나고 있었으며, 특히 유수역에서의 개체수 증가가 두드러지게 나타 났다. 반면 정수역은 종수가 줄어들고 우점도가 증가하는 양상을 나타내어 적 절한 서식지가 형성되지 못하고 있는 것으로 나타났다.

In this study, vertical extension type TMD(VE-TMD) whose vertically extended stories behave like a tuned mass damper, with Lead-Rubber Bearing(LRB) between the top of existing structures and the bottom of the extended stories was proposed. A shaking table tests for a 5-story reinforced concrete model, which is of 2.2 Hz natural frequency. A vertical extended model consisted of a steel frame, with two base isolators between the top of the RC model and the bottom of the extended stories. Those base isolators' lateral stiffness was equal to 31.392 kN/m which was calculated with the fundamental period plus 0.2 tonf, weight of a single story of the model. The test for the specimen was shaking table test excited by a harmonic loads for the fundamental period of the structure. The test results indicated that the VE-TMD improved seismic performance by 40 % in displacement responses for all of frequency-domain.

본 연구에서는 노후화된 공동주택 수직 증축 리모델링 시 면진시스템의 적용성을 검토 및 면진시스템 적용을 위한 기초자료를 제공할 목적으로 동일한 구조로 수직 증축 시 수직 층수와 면진주기에 따른 최적 면진주기를 산정하였다. 해석결과, 3개층 수직 증축 시에는 면진주기를 비면진 건물 주기의 2배 이상, 2개층 수직 증축 시에는 비면진 건물 주기의 3배 이상을 확보하여야만 충분한 면진효과를 나타내는 것을 알 수 있었다. 또한, 1개층 수직 증축 시에는 비면진 건물 주기의 4배 이상을 확보하여야만 면진효과를 나타내었다. 위의 결과를 활용하여 3개층 수직증축 리모델링 대상 공동주택에 면진시스템을 적용하여 그 효과를 검증하였다. 최상층 최대응답가속도가 비면진 건물의 최대응답가속도 보다 X방향의 경우에는 약 70%로, Y방향의 경우에는 약 65%의 감소를 나타내었다. 또한, 밑면 전단력의 경우, 비면진 건물과 비교하여 X방향 및 Y방향 모두 약 30% 감소하는 것으로 나타났다.

주택법에 근거하여 철근콘크리트 공동주택의 리모델링 시 최대 3개층의 수직증축 및 기존 세대수의 15%까지 증축이 가능하게 되 었다. 수직증축 리모델링 가능 여부는 안전진단 기준 및 매뉴얼을 바탕으로 기울기 및 침하, 내하력, 내구성 평가 부문에 대한 조사를 통하여 평가하고 판정하도록 되어 있다. 그러나 현행 증축형 리모델링 안전진단 기준 및 매뉴얼은 재건축 안전진단 기준과 비교하여 조사대상표본 수를 증대시키는 등 보수적인 것으로 평가되고 있으며, 특히 내구성 평가 부문에 검토 및 개선이 필요한 것으로 생각된다. 따라서 본 연구에서는 수도권 지역 공동주택의 증축형 리모델링 안전진단 조사 사례에 대한 내구성 조사 항목 중 콘크리트 탄산화를 대상으로 통계적인 수법에 의해 표본 수 합리화 방안을 제시하였다.

The 'Housing Act (‘14.04), which permits the remodeling of old apartment buildings, has been implemented. In particular, vertical remodeling is generally implemented by adding 2~3 floors above the top floor of existing apartments. Technically, it is necessary to reinforce the existing pile due to the increase of vertical, horizontal, seismic load, etc. However, the existing piles are loaded simultaneously and so each pile was constructed at limited base space for application of reinforcement method. The bearing capacity of existing piles decreases due to vertical expansion so the bearing capacity of the piles must be confirmed by the indirect method(laboratory test etc.) in the first safety diagnosis and by the direct method(field test etc.) in the second safety diagnosis.

This paper presents the basic data for the structural safety study of the extension wall by evaluating the bending stresses of the existing and extension walls varying according to the plan change of the extension building through the numerical analysis on the horizontal load as follows: 1) the stress variation of the divided wall when the wall opening due to a partial demolition is evaluated by comparing the result of analysis on whether or not the opening of the bearing wall is demolished as a variable; 2) the stress variation of the existing wall due to the increase of the stiffness of the extension wall is also evaluated by comparing the result of analysis on the thickness of the extension wall as a variable.

In this study, existing wall-type apartment in 1990s is evaluated by KBC2009. Based on structural calculation, seismic performance evaluation is performed with dynamic nonlinear analysis. After that, this building is extended up to three stories in vertical direction. In this study, the seismic performance evaluation results of wall-type apartment can be used in performance-based design of the vertical extension remodeling.

The recent revision of Housing Act allow vertical extension up to maximum 3 stories and increase the ratio of floor area to site up to 15%. Currently, the feasibility of performing vertical extension is evaluated based on safety diagnosis provisions and manuals for vertical extension with preliminary investigations on slope, deflection, load-bearing capacity, and durability. However, a need for more reasonable evaluation methodology for the preliminary investigation is still required because the current procedures are borrowed from safety diagnosis provisions and manuals for reconstruction without detailed examinations on evaluation criteria and sampling methods. Accordingly, this study is intended to suggest a method to obtain feasible sampling numbers for durability assessment by analyzing field data on concrete carbonation, chloride content, and steel corrosion. The results of this study are expected to be beneficial for establishing more reasonable field sampling number, and in turn, more reliable durability assessment protocol for vertical extension.

In this paper, we determine the number of reinforced pile foundations required for vertical extension remodeling through analysis of construction steps on all combinations of load including the seismic load and vertical load.

This paper introduce a reinforcement method for vertical extension of a building using a rahmen frame structural system. This approach has to be carried out by considering the structural safety due to the additional weights being exerted to the pre-existing building. The connections to fasten both the rahmen frames and original building were designed with the axial loads and moments acting on the rahmen frame structural system, that is extended vertically. This system reduces the structure self-weight and ensures non-additional of reinforcement.

This study is to introduce a structural analysis method that can apply a unit modular system to a remodeling extension. The structural analysis process, which can reflect the behaviors between the existing building and the modular system, is performed in a five-staged structural analysis. Therefore, the example of structural analysis of an existing building is introduced.

This study is to establish a structural analysis method that can apply a unit modular system to a remodeling extension. Structural design has to be performed after considering the behaviors between the existing structures and the modular system because the modular system is added after the transformation of existing structures has been processed. The structural analysis process, which can reflect the behaviors between the existing building and the modular system, is introduced in a five-staged structural analysis.

In this paper, construction staged-analysis is introduced to understand how the additional loads transfer to existing and added piles. Added piles are not able to take on the existing load due to mechanical problem.

In this study, we have proposed a modular construction method can lower the reinforcement cost of the building, to shorten the construction period. We have developed a Mock-up, it is intended to use as basic data to the activation of the vertical extension of future reform.