Recently, the occurrence frequency of earthquake has increased in Korea, and the interests for seismic reinforcement of existing school buildings have been raised. To this end, the seismic performance evaluations for school buildings that did not accomplish the seismic design are required. In particular, this study checks the eigenvalue analysis, pushover curves, maximum base shears, performance points and story drift ratios, and then analyzes the seismic performance characteristics according to bracing configuration of steel frame system reinforcement. Also, this study presents the practical field application methods through the comparison of analysis results for the seismic performance characteristics.

This study was performed to investigate the asbestos contents on bulk samples of 4 building types(public, commercial, residential, school) in chungbuk area and collected from june 3, 2010 to July 10, 2011. We classified the bulk samples into the regulated asbestos containing building materials(ACBM) and architecture materials by 4 building types at removal and disposal sites. The results were as follows. </br>The detection rate of the ACBMs were found mainly public(86.6%), and residential (82.1%) buildings. The founded asbestos were chrysotile and amosite. Compared with 4 building types, the contents of chrysotile in public, commercial, residential and school were 32.6% (3-70%), 43.9% (5-87%), 39.6(5-72%) and 46.7%(range 4-89%), respectively. The miscellaneous materials were found chrysotile and a mixed form with chrysotile and amosite for 4 building types. </br>In the architecture materials, the contents of chrysotile was found mainly in slate (11.4%, range 2-37%). The slate in residential had high asbestos content of chrysotile (15.9%, range 1-31%). The textiles which collected from 4 building types were found chrysotile, the mixed form. The contents of chrysotile in cement flat board in public, commercial, residential and school were 8.9% (2-24%), 7.1% (1-16%), 7.9%(1-29%) and 3.7%(1-9%), respectively. </br>In conclusion, this study is suggested that it should be contributed to manage the ACBM in 4 building types and to protect the health of workers at building removal sites.

한국 전통 목조 건축물의 경우 구조적 성능은 재료 특성, 접합부의 형태, 치목의 정밀도 등에 따라 다르게 나타난다. 기존 사례 연구에서도 보와 기둥 접합부 형태는 변형 및 간격의 정도에 큰 영향을 미친다는 것을 보고하고 있다. 이는 단층 건물뿐만 아니라 대규모 다층 건물의 경우에도 마찬가지로 나타나고 있다. 따라서 본 연구에서는 접합부 형태에 대해 분석하고 모형을 제작하고 구조적 성능을 테스트하는 과정을 거쳤다. 그 결과, 주먹장맞춤의 실험체에서 최대 하중을 나타냈다. 각각의 형태의 접합부에 의한 구조적 성능을 종합하면, 도래걷이 주먹장 맞춤이 가장 높은 성능을 나타내었으며, 다음으로 도래걷이 장부맞춤의 순으로 나타났다. 건물의 구조적 성능은 관통하는 보의 치목 형태와 기둥 내부의 접합부 형테에 따라 다르게 나타남을 알 수 있었으며, 이는 다층 건물의 신축 또는 복원을 위해 고려되어야하며 이후 계속 연구되어야 할것으로 사료된다.

This study evaluate the characteristics of the wind pressure calculated by CFD(Computational Fluid Dynamics). The wind pressuress of each direction are calculated and the characteristics of them are analysed using the result of the CFD(Computational Fluid Dynamics).