Based on the experience of building ‘Waegwan(倭館)’ in Busan, Japanese paper wallpapering, the use of square rafters, and the installation of sliding windows were used in the construction of Joseon palaces from the 17th century onwards. Elements that could be applied through observation alone were applied first, and sliding windows that required precise skill acquisition were installed later. ‘Yeongchang(影窓)’, which refers to a sliding window that brightens an interior, has spread rapidly, and its types and structures have also become more diverse. Gradually, ‘Yeongchang’ came to refer only to additional windows installed by attaching grooves to the lintel of existing casement windows. The sliding window that is installed independently and acts as an interior partition was renamed ‘Chujangja(推障子)’. Japanese architectural elements such as ‘Yeongchang’ and ‘Chujangja’ have become an element of traditional Korean architecture.

Structures of high-rise buildings are less prone to earthquake damage. This is because the response acceleration of high-rise buildings appears to be small by generally occurring short-period ground motions. However, due to the increased construction volume of high-rise buildings and concerns about large earthquakes, long-period ground motions have begun to be recognized as a risk factor for high-rise buildings. Ground motion observed on each floor of the building is affected by the eigenmode of the building because the ground motion input to the building is amplified in the frequency range corresponding to the building's natural frequency. In addition, long-period components of ground motion are more easily transmitted to the floor or attached components of the building than short-period components. As such, high-rise buildings and non-structural components pose concerns about long-period ground motion. However, the criteria (ASCE 7-22) underestimate the acceleration response of buildings and non-structural components caused by long-period ground motion. Therefore, the characteristics of buildings’ acceleration response amplification ratio and non-structural components were reviewed in this study through shake table tests considering long-period ground motions.

Existing reinforced concrete building structures constructed before 1988 have seismically-deficient reinforcing details, which can lead to the premature failure of the columns and beam-column joints. The premature failure was resulted from the inadequate bonding performance between the reinforcing bars and surrounding concrete on the main structural elements. This paper aims to quantify the bond-slip effect on the dynamic responses of reinforced concrete frame models using finite element analyses. The bond-slip behavior was modeled using an one-dimensional slide line model in LS-DYNA. The bond-slip models were varied with the bonding conditions and failure modes, and implemented to the well-validated finite element models. The dynamic responses of the frame models with the several bonding conditions were compared to the validated models reproducing the actual behavior. It verifies that the bond-slip effects significantly affected the dynamic responses of the reinforced concrete building structures.

국내 지진 발생의 빈도는 점차 증가하는 추세에 있으며, 포항지진(5.4 규모)은 진앙지와 주민 거주지가 가까워 피해 가 심각했는데 건물의 외장재가 떨어져 차량 등에 2차 피해가 발생하여 건물 외장재 안전에 대한 우려가 커지고 있는 실정이 다. 따라서 본 연구에서는 비구조 요소 중 커튼월의 동적 내진성능평가 규격에 대한 세계 각 국의 규준을 고찰하고 이 중에서 가장 널리 통용되는 AAMA501. 6-18에 따라 그 동적 내진성능을 평가하고자 한다. 또한, 본 연구에서 수행한 3축 동적 지진파 대응 가능 커튼월 시스템 실험을 통해 지진에 대한 2차 피해 방지를 위한 내진 커튼월 설계시공지침 개발에 기초적 자료로 제 공하고자 한다.

This study develops finite element models for seismically-deficient reinforced concrete building frame retrofitted using fiber-reinforced polymer jacketing system and validates the finite element models with full-scale dynamic test for as-built and retrofitted conditions. The bond-slip effects measured from a past experimental study were modeled using one-dimensional slide line model, and the bond-slip models were implemented to the finite element models. The finite element model can predict story displacement and inter-story drift ratio with slight simulation variation compared to the measured responses from the full-scale dynamic tests.

In rapidly changing circumstances, the construction industry shows tendency to be more complicated and expanded and these changes are becoming the main factors aggravating uncertainty in straightening construction costs in the industry. The most important process in preliminary phase is calculation of appropriate construction sum and accurate estimation is required to accomplish it. Currently, local constructors draw up estimates by using the ‘per square meter’ calculation method or by applying of previous cases as they are. These methods become suppressive cause for making clear decisions by occurring errors in quantity survey in a way of data emission, replication and so on. Therefore, in this study, approximate estimation model of finishing construction shall be proposed to assist people to make prompt decisions in initial design stage. To develop this research, the existing quoting practices shall be presented and categorized by usage of space. To achieve this, information on performance, furnishings and unit price according to space definition has been collected in advance, which again enable ontology knowledge classification scheming database of space unit to be utilized and presented as knowledge information.

With the trends of massiveness and complexity of construction, the main agents of construction have considered the various types of risk management strategies to minimize the loss caused by the risk factors from the nature of construction project, regional characteristics, and scale of construction. The risk management has been conducted, because the risk factors have exacerbated the condition of construction in terms of the level of productivity, quality of construction, atmosphere, and budget. Based on thε interests regarding risk factor management, the current study suggests the work breakdown structure-based process. Additionally, based on the work breakdown structure, the risk factors on constructions are identified and stratified depending on the level of salience of each risk factor. The purpose of result is to lead Korean Land Corporation understand and control the risk factors properly for the advanced construction process of Korean Land Corporation. Ultimately the current study contribute to advance of efficient risk management strategies by using ANP method, which identify and control the primary risk factos depending on the impact of the interaction and subordinate relationship between risk factors.

본 연구에서는 시간종속요소를 이용하여 상부벽식-하부골조구조가 고려된 중 저층 철근콘크리트 구조물의 동적응답을 조사하였다. 시간종속요소란 사용자가 원하는 시간간격에서 부재를 활성화할 수 있는 진보된 요소로써 기존의 수행되었던 실험을 통해 가장 우수한 성능을 보인 채널형 비좌굴가새가 해석에서 보강요소로 고려되었다. 시간종속요소로 고려된 비좌굴가새는 1차 지진하중에 의해 구조물이 손상된 후에 2차 지진하중이 발생하기 전에 모멘트골조에 설치, 보강된 것으로 가정되었다. 이러한 가정을 바탕으로 내진설계가 고려되지 않은 5층 콘크리트 건물에 연속지진하중의 적용을 통하여 시간종속요소의 영향에 따라 구조물의 동적응답을 비교하였다. 2차 지진파가 발생했을 때 비좌굴가새를 활성화시키는 것은 1차 지진하중에 의해 손상이 집중된 모멘트골조의 변형을 크게 감소시키는 것으로 조사되었다. 그러나 전단벽시스템은 BRB시스템이 활성화된 이후에도 손상이 증가하는 것으로 나타났다. 모멘트골조의 보강효과에 비해 전단벽시스템의 누적손상이 매우 미세하기 때문에 연속지진하중에 대한 BRB시스템은 효과적인 보강방법으로 조사되었다.

For new construction, recently, it has expended from physical performance standard to completed apartment' blemish warranty and countermeasure strategy contents. And considering element technology is increasing remodeling’ easiness for deciding operation right or wrong the aged apartment’ re-construction or remodeling. In addition, international standardization of building performance makes rapid progress the point of ISO. In Japan, study of housing commission will be done on a national level for the long commission metropolitan gathering house construction and reproduction technical development, and, already, involving study of approval system of building element made progress. It set the goal performance log index of remodeling’ easiness, it set up component element between a part and public standard type in remodeling. In plan and design phase, it is a precondition that make the performance on the basis of user demand in the whole of Use, maintenance, repair, waste and reuse. Therefore, in the building technology case that development of element technology and practical use are fast in progress, a user is required to evaluate/choice according to performance. And a developer is required to the technical development that aim performance is cleared. The study selected a detailed item about performance item of re-modeling element technique through the requirement which the nations (such as America, England, Japan, etc) and the agencies of foreign countries present and item selection standard, from the point of view where the interest not only the individual but also govemmental politic viewpoint is coming to be higher re-modelling than new construction.

본 연구의 목적은 건축물의 구조와 형상에 대한 접근방식을 다변화하는 매개로서 다면체를 탐구하고, 건축구조 디자인 요소로서 그 형태구성을 고찰하는 것이다. 따라서 자연계와 건축물에서 드러나는 다면체 형태를 살펴보고, 순수 래티스 다면체로 고찰 대상을 한정하여 그 형태학적 특성을 파악한다. 이를 토대로 건축구조 디자인 요소로서 다면체를 공간적 형태구성에 활용하는 방식을 제시한다.

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.

The purpose of this study is to connect the technics and form from ancient to Korea Dynast But in these period there is no buildings remains but paintings, fine arts, and stupas. In the historical materials there are many architectural form and signature revealings, so as a result these analysis, 1)The building showed in paintings of Silla, and Korea Dynasty reflect the architectural style their own Dynasty. 2)In detail, the architecture of Silla and Korea Dynasy was connected with Chinese architectur Liao, Song. But from the 8Century Koreans were succeeded the one of Silla Dynasty and had originility in architectural style. 3)The architectursl style in Silla and Korea Dynasty were very various and very rich content. And we must more serious study of historical materials so that we improve the ancient a middle age of architcture in Korea.