For earthquake loss estimation of building structures in Gangnam-Gu district in Seoul, three scenario earthquakes were selected by comparison of the response spectra of these scenario earthquakes with the design spectrum in Korean Building Code (KBC 2009), and then direct losses of the building structures in the Gangnam-Gu district under each scenario earthquake are estimated. The following conclusions are drawn from the results of damage and loss in the second scenario earthquake, which has a magnitude = 6.5 and epicentral distance =15 km: (1) The ratio of building stocks undergoing the extensive and complete damage level is 40.0% of the total. (2) The amount of direct economic losses appears approximately 19 trillion won, which is 1.2% of the national GDP of Korea. (3) About 25% of high-rise (over 10-story) RC building wall structures, were inflicted with the damage exceeding moderate level, when compared to 60% of low-rise building structures. (4) From the economical view point, the main loss, approximately 50%, was caused by the damage in the high-rise RC wall building structures.

The Korean architect Chung Guyon(1945∼2011) is the translator of the Korean edition of Gourna: A Tale of Two Villages(1969) written by the Egyptian architect Hassan Fathy(1900∼89). This fact, along with the facts that Chung changed the topic of his graduation thesis(1983) for UPA no.6 in Paris and that he became a supporter of earth architecture after he returned to Korea in 1986, confirms that Chung was strongly influenced by Fathy’s architecture in Gourna project. Therefore, the present paper aims at extracting didactic characteristics of Fathy’s architecture from the book and comparing them with those of Chung’s architecture. The categories of the characteristics extracted from the book (or his architectural activities in the Gourna project) are: clay/earth architecture; communicative and cooperative architecture; and critical stance towards society, and these are commonly found in Chung’s architecture, too, not without differences from Fathy’s owing to the gap between the two architects’ contexts. Reviewing these characteristics, this paper argues that Fathy and Chung tried to improve society in each context, working as both architect and social activist.

Since the recent Hanok boom in Korea, Contemporary Hanok has been evolving in terms of structure, space, form, etc. To get a comprehensive understanding of the diversified Contemporary Hanok, this paper aims at its type classification by analyzing architects’ designs since 2000. The criteria for the classification are two: (1) renovation [Re] or new construction [New]; and (2) degree of Contemporary Hanok’s deviation from the traditional Hanok’s standard ― maintaining the traditional form [Main]; changing space within the traditional form [Space]; changing the traditional frame [Frame]; and juxtaposing the traditional and the modern [Combi]. From the two criteria, this paper deduced eight types of Contemporary Hanok, named respectively: Re-Main, New-Main, Re-Space, New-Space, Re-Frame, New-Frame, Re-Combi, and New-Combi, and studied their cases. It can be argued that various aspects of Contemporary Hanok and their critical meanings were well-investigated through this type classification and case-studies.

The color that painted on the ground of Dancheong becomes Gachil(basecoat)-Dancheong and underpainting of Moro-Dancheong or Geum-Dancheong. So, the color of underpainting is the most important element that determines impression of the building. Thus, the architecture after using “Sangrokhadan” has different characters from what it had been. In the existing perception toward the background color of Dancheong, it was considered the characters of Korean Dancheong so-called “Sangrokhadan” that paint vertical elements like columns red and upper part of the columns green. But this study examined the color of Dancheong according to the era and region before and after Goryeo Dynasty era, then it reveals that Sangrokhadan technique was applied from the 14th century in the late Goryeo Dynasty. One of the Goryeo architecture, Geungnakjeon Hall of Bongjeongsa Temple is thought to be a previous style that is not applied “Sangrokhadan” technique because old elements are painted red pigment.

The architectural influence from the Yuan had impact on the Goryeo Dynasty in earnest during Yuan intervention period in the 14th century. The representative examples which were influenced by the Yuan architecture are the Eungjinjeon in Seongbulsa(成佛寺) temple, the ten-story stone pagoda of Gyeoncheonsa(敬天寺) temple site, the Bogwangjeon in Simwonsa(心源寺) temple, the Hoeamsa(檜巖寺) temple and so on. Notwithstanding the changes of relationship between two countries, it can be comprehended that there was a selective acceptance of the Yuan architectural peculiarities in Goryeo Dynasty. It means that the adoption of foreign culture in Korea has not been inevitable from the unilateral demand, but been autonomous by perceiving as the advanced culture. This tendency was maintained even though the government had been changed.

Geum’yeok-dang house in Andong was originally constructed in 1558. The original floor plan of the upper base featured a 90-degree tilted ‘日’ shape, and had inner court(內庭) on each side of ‘Jungdang(中堂, center hall)’ building that was placed on the south-north axis. When designing the building, the Neo-Confucian client of Geum’yeok-dang applied his understanding of how Ga’rye(家禮) defined the structure of ritual space. Consequently, ‘Daecheong(大廳)’, the place where guests were greeted and ancestral rites and coming of age ceremonies for male were held, was built in a protruding fashion. ‘Jungdang’[otherwise known as ‘Jeongchim(正寢)’], where coming of age ceremonies for females were held, the master of the house faced death, and memorials for close ancestors were held, was placed at the center of the residence on the south-north axis. The Geum’yeok-dang today was greatly renovated in the early and mid 18th century, due to the spread of ‘Ondol’ heating system. As the Ondol heating system became popular, the pre-existing drawbacks and the inconvenience of the house stood out clearly. As a result, the house was renovated into today’s structure consisting of ‘口’ shape ‘Anchae’ and ‘Daecheongchae’ in separate building.

This study is based on the 15th century’s architecture Mohwagwan and Taepyeonggwan and the architects behind it. The results were as follows: First, inline with Ming dynasty’s protocol, the King of Joseon marched with honor guard in front of his people. Therefore, the Joseon dynasty needed to match space was implemented and result in Mohwagwan and Taepyeonggwan. Second, King Taejong founded Mohwaru to share the role with Taepyeonggwan. He appropriately utilized Mohwaru as a place in manners before people enter the Seoul city wall. And He organized this architecture on the level of the palace. Third, Pak Jacheong was overseer the whole constructive process, from the selection of site, landscaping, construction, maintenance to civil engineering of Mohwaru. There are many difficulties, but he completed through the construction work owing to the protection of King Taejong. Forth, Hong Li worked with Pak Jacheong to build Taepyeonggwan and Mohwagwan from Taejong to Sejong. Supervisors in King Sejong times were required not only private capability but also understanding the Confucianism ritual. Hong Li was faithfully performed the role. Fifth, Sejong was recognized only an excellent ruler but he was also a great coordinator with a professional knowledge about architecture. These Sejong’s action fully can be seen as an architect.

Seismic performance evaluation of existing building usually needs much time and man power, especially in case of nonlinear analysis. Many data interaction steps for model transfer are needed and engineers should spend much time with simple works like data entry. Those time-consuming steps could be reduced by applying computerized and automated modules. In this study, computational platform for seismic performance evaluation was made with several computerized modules. StrAuto and floor load transfer module offers a path that can transfer most linear model data to nonlinear analysis model so that engineers can avoid a lot of repetitive work for input information for the nonlinear analysis model. And the new nonlinear property generator also helps to get the nonlinear data easily by importing data from structural design program. To evaluate the effect of developed modules on each stages, seismic performance evaluation of example building was carried out and the lead time was used for the quantitative evaluation.

Piloti-type building is one of typical vertical atypical buildings. These buildings can fail by weak-story or flexible-story mechanism on the first story. They should be designed by taking into account the special seismic load, but those less than six stories are not required to confirm the seismic performance from structural engineers in Korea. For this reason, small-size pilloti-type RC buildings need to be checked for seismic performance. Based on this background, this study performed nonlinear dynamic analysis using the PERFORM-3D for small-size pilloti-type RC buildings and assessed their seismic performance. Examples are two through four story buildings with and without walls in the first story. The walls and columns in the first story satisfied the target performance in the basic of flexural behavior due to quite a large size and reinforcement. However, wall shear demands exceed shear strength in some buildings. When designed for KBC2009, wall shear strength exceed shear demand in some buildings, but still does not in others. Consequently, wall shear must be carefully checked in both existing and new small-size pilloti-type RC buildings.

부가적인 제어장치를 사용하여 구조물 감쇠를 증가시키는 것은 건축물의 풍응답을 제어하기 위해 자주 사용되는 방법 중 하나이다. 본 연구의 목적은 TMD와 AMD의 다중모드응답 제어성능을 비교하는 것이다. 실제 AMD가 설치된 39층 건물을 사용하였으며, 이전 연구에서 시스템식별을 통해 얻어진 모드정보에 따라 수정된 수치해석모델을 사용하였다. AMD 제어력은 속도피드백, 뱅뱅 제어, LQR 알고리즘을 사용하여 결정하였다. 1차 모드의 RMS 응답을 유사한 수준으로 맞추는 조건에서 TMD와 AMD의 고차모드제 어성능을 비교하였다. 그 결과 TMD는 단일 모드에 대해서만 응답을 저감시킬 수 있었으나, AMD는 다중모드 제어가 가능함을 확인하였다.

Because National Fire Safety Codes is mixed performance criteria and specification, and it defines the fire extinguish equipment type and standards that need to be installed in a building as one method. Therefore, to fully reflect the fire risk characteristics of the building, such as the wooden building there is a limit. In this study, suggested to the performance criteria drawn methodologies through fire load of wooden buildings studies, theory on performance and performance analysis to fire extinguish equipment of the wooden buildings is installed according to current fire safety codes.