학술논문
The Influence of Natural Frequency of the Cantilevered Composite Materials Beam with Uniform Flexural Rigidity
이용수 59
- 영문명
- 발행기관
- 한국방재학회
- 저자명
- Yun Young Kim Bong Koo Han
- 간행물 정보
- 『Journal of Disaster Management』Journal of Disaster Management Vol.2 No.2, 1~4쪽, 전체 4쪽
- 주제분류
- 공학 > 공학일반
- 파일형태
- 발행일자
- 2017.04.30
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국문 초록
영문 초록
In this paper, Simple Iteration Method of vibration analysis for calculating the natural frequency is presented. This method is a simple but exact method of calculating natural frequencies corresponding to the modes of vibration for
the composite materials beam with uniform flexural rigidity. The influence of natural frequency of the simply supported
composite materials beam with uniform flexural rigidity is presented. As a calculations of the Simple Iteration Method of vibration analysis, it is noted that the result of neglecting self-weight for cantilevered composite materials beam loaded at the free end is only 0.92% difference.
목차
INTRODUCTION
VIBRATION ANALYSIS
NUMERICAL EXAMPLES
CONCLUSION
ACKNOWLEDGEMENT
REFERENCES
해당간행물 수록 논문
- Journal of Disaster Management Vol.2 No.2 표지
- The Influence of Natural Frequency of the Cantilevered Composite Materials Beam with Uniform Flexural Rigidity
- Enhancement of the Disaster Impact Assessment Management to Support Sustainable Development
- Establishing and Assessing a Localized Flood Vulnerability Index in the Philippines:
- Evaluation of Localized Flood Vulnerability Index through its Components’ Behavioral Trends:
- Assessing the Safety of the Nam River Dam considering Climate Change using Nonstationary Frequency Analysis of Extreme Rainfall Events
- Journal of Disaster Management Vol.2 No.2 목차
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