http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
박완신,윤현도,장영일,김선웅 한국구조물진단유지관리학회 2011 한국구조물진단학회 학술발표회논문집 Vol.2011 No.9
In this study, an experimental research is performance to investigate the strain characteristics of steel coupled beam connections. The test variables of this study are the embedment length.
박완신 ( Park Wan-shin ),한민기 ( Han Mm-ki ),김선우 ( Kim Bun-woo ),황선경 ( Hwang Sun-kyoung ),한병찬 ( Han Byung-chan ),윤현도 ( Yun Hyun-do ) 한국구조물진단유지관리공학회 2004 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.8 No.1
Ductile coupled shear wall system is the primary seismic load resisting systems of many structures. The coupling beams of these system must exhibit excellent ductility and energy absorption ability. In this paper, the seismic response of coupled shear wall system is discussed. It includes that the evaluation of the degree of coupling between the shear walls and the coupling beams. It is demonstrated through a review of experimental investigations of coupling beam behavior and analytic studies of coupled wall behavior that often the coupling beam ductility demand exceeds the expected available ductility.