Nonlinear dynamic analysis of steel frames subjected to earthquake loads지진하중을 받는 철골 구조물의 동적 비선형 해석
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.advisor | Yun, Chung-Bang | - |
| dc.contributor.advisor | 윤정방 | - |
| dc.contributor.author | Kim, Jong-Yeol | - |
| dc.contributor.author | 김종열 | - |
| dc.date.accessioned | 2011-12-13T02:35:37Z | - |
| dc.date.available | 2011-12-13T02:35:37Z | - |
| dc.date.issued | 1985 | - |
| dc.identifier.uri | http://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=64570&flag=dissertation | - |
| dc.identifier.uri | http://hdl.handle.net/10203/30746 | - |
| dc.description | 학위논문(석사) - 한국과학기술원 : 토목공학과, 1985.2, [ [iv], 44 p. ] | - |
| dc.description.abstract | The dynamic behaviors of steel frames subjected to ground excitations are investigated mainly by using two different inelastic analysis methods and the results are compared with those obtained by an elastic analysis. It has been observed that dynamic responses of structures obtained by inelastic models can be smaller than those obtained by the elastic model, in the case where the natural frequency of the structure is smaller than the dominant frequency of the ground excitation. | eng |
| dc.language | eng | - |
| dc.publisher | 한국과학기술원 | - |
| dc.title | Nonlinear dynamic analysis of steel frames subjected to earthquake loads | - |
| dc.title.alternative | 지진하중을 받는 철골 구조물의 동적 비선형 해석 | - |
| dc.type | Thesis(Master) | - |
| dc.identifier.CNRN | 64570/325007 | - |
| dc.description.department | 한국과학기술원 : 토목공학과, | - |
| dc.identifier.uid | 000831094 | - |
| dc.contributor.localauthor | Yun, Chung-Bang | - |
| dc.contributor.localauthor | 윤정방 | - |
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