Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
Citation:
Qin Likun, Song Yupu, Zhao Dongfu, Yang Jianhui. MEASURED VARIABLE-AMPLITICED FATIGUE DATA AND VIBRATION MODAL ANALYSIS OF CRANE BEAM[J]. INDUSTRIAL CONSTRUCTION , 2004, 34(5): 65-66,82. doi: 10.13204/j.gyjz200405020
Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
Citation:
Qin Likun, Song Yupu, Zhao Dongfu, Yang Jianhui. MEASURED VARIABLE-AMPLITICED FATIGUE DATA AND VIBRATION MODAL ANALYSIS OF CRANE BEAM[J]. INDUSTRIAL CONSTRUCTION , 2004, 34(5): 65-66,82. doi: 10.13204/j.gyjz200405020
MEASURED VARIABLE-AMPLITICED FATIGUE DATA AND VIBRATION MODAL ANALYSIS OF CRANE BEAM
Received Date: 2003-12-25Publish Date:
2004-05-20
Abstract
A dynamic measurement method is used to conduct a real-time monitoring of a crane beam, collect great amount of strain-time diagram and deflection-time diagram in actual use and identify the modal parameters.This measurement and the result by the analysis provide certain evidence of the study of vibration and fatigue character of the crane beam, of the drawing up of crane beam load effect spectrum, and of the safety monitoring of the crane beam.
References
混凝土结构疲劳专题组.混凝土受弯构件疲劳可靠性验算方法的研究.见:混凝土结构研究报告选集3.北京:中国建筑工业出版社,1994
[2] 李德葆.陆秋海.实验模态分析及其应用.北京:科学出版社,2001
[3] 王光远.建筑结构的振动.北京:科学出版社,1978
[4] 林洪桦.动态测试数据处理.北京:北京理工大学出版社,1995
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