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- 저자 : 번다리 디워스 (검색결과 3 건)
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디워스 번다리(Bhandari, Diwas),강윤식(Yun-Sik, Kang) 대한건축학회 2016 대한건축학회 학술발표대회 논문집 Vol.36 No.2
This is a comparative study about the works of the four foreign architects, include Carl Pruscha(Austria, 1964~74), Louis Kahn(USA, 1970-74), Ando Tadao(Japan, 1998) and Kim In-cheol(Korea, 2012-13), in Nepalese belated architectural modernization after 1950’s. The result is as follows; first, in cases of Pruscha and Kahn were transplant the western modern architecture, and their works are a results of fusion with the Nepalese traditional contexts. After a half century, Ando and Kim visited in Nepal and they also made a inter-textual results as a aboriginalization on the local field. The Kim’s architectural attitudes is notable among that because he desire to catch the Nepalese locality and traditional elements from beginning phase of the project, and tried to make the aboriginality with it. Furthermore, his next architectural works in Korea shows more advanced phases based on the experiences in Nepal. Austrian architect Carl Pruscha and his architectural traces needed more investigation and reinterpretation for the Nepalese architectural modernization, as a first transfer of the western modernism on Nepal land. Through these inquiries, I want to make a more wide discourses about the Nepalese identity on contemporary architectural aspects.
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자기복구형 에너지소산 가새시스템을 적용한 종합병원의 내진보강효과
김태완,추유림,번다리 디워스 한국지진공학회 2019 한국지진공학회논문집 Vol.23 No.3
2016 Gyeongju and 2017 Pohang earthquakes led Koreans to acknowledge that the Korean peninsula is not an earthquake-free zone anymore. Among various buildings crucial to after-shock recovery, general hospital buildings, especially existing old ones, are very significant so seismic retrofitting of those must be an important issue. Self-centering energy dissipative(SCED) brace is one of retrofitting methods, which consists of tendon with restoring force and friction device capable of dissipating seismic energy. The strength of the SCED brace is that the tendon forces a structure to go back to the original position, which means residual drift can be negligible. The residual drift is a very important parameter to determine usableness of general hospitals after shock. To the contrary, buckling-restrained braces(BRB) are also a very effective way to retrofit because they can resist both compressive and tensile, but residual drift may exist when the steel core yields. On this background, the seismic retrofitting effect of general hospitals reinforced with SCED braces was investigated and compared to that of the BRD in this study. As a result, although the floor acceleration cannot be reduced, the story drift and residual drift, and the shear demand of walls significantly decreased. Consequently, seismic retrofitting by SCED braces are very effective for domestic low-rise general hospitals.
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2017년 포항지진으로 피해를 입은 국내 필로티형 건물의 지진 거동
김태완,추유림,김승래,번다리 디워스 한국지진공학회 2018 한국지진공학회논문집 Vol.22 No.3
Pohang earthquake occurred on November 15, 2017, with a magnitude of 5.4. The damage of the structure caused by the Pohang earthquake was the most significant in 4-story piloti-type buildings, where the damage patterns were different according to the location of columns and walls at the first story. One building with a staircase at a corner shows shear failure at columns, and Another building with a staircase in the middle shows no failure or shear failure at staircase walls. Therefore, two different piloti-type buildings were selected; one has a staircase at a corner and another has in the middle, and the seismic behavior of the buildings were examined by nonlinear dynamic analysis applying a ground motion measured at Pohang. Analytical model well simulated the actual behavior of the piloti-type buildings during the earthquake. Analysis results showed that walls have an insufficient shear strength wherever the location of the staircase is and columns with insufficient transverse reinforcement could be failed when the staircase is located at a corner. Conclusively, structural engineers should design columns and walls in piloti-type buildings to possess sufficient capacity according to the location of staircase.
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