Newmark $\beta$ 방법에 의한 지반진동의 단자유도계 구조물 동적응답 시간이력 해석
The purpose of this study is to evaluate an effect of ground vibration caused by blasting on the concrete brick structure. For the purpose, dynamic response time-history of the structure assumed single degree of freedom (SDOF) system and vibration time-history directly measured from the structure we...
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Veröffentlicht in: | 터널과 지하공간: 한국암반공학회지 2010, Vol.20 (4), p.292-298 |
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Format: | Artikel |
Sprache: | kor |
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