MEASURED VARIABLE-AMPLITICED FATIGUE DATA AND VIBRATION MODAL ANALYSIS OF CRANE BEAM

Qin Likun; Song Yupu; Zhao Dongfu; Yang Jianhui

doi:10.13204/j.gyjz200405020

Volume 34 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(5): 65-66,82

CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping. Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701

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

Citation:

PDF( 0 KB)

MEASURED VARIABLE-AMPLITICED FATIGUE DATA AND VIBRATION MODAL ANALYSIS OF CRANE BEAM

doi: 10.13204/j.gyjz200405020

1.
State Key Laboratory of Coastal Offshore Engineering,Dalian University of Technology Dalian 116024

Received Date: 2003-12-25
Publish Date: 2004-05-20

Abstract

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.
- crane beam,
- dynamic measurement,
- fatigue,
- modal parameter,
- modal analysis

FullText(HTML)

References(4)

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

Relative Articles

[1]	ZHAO Rui, LIU Qing, WANG Haihua, MA Guojie. Selection Methods of Temperature Action Values and Most Disadvantageous Working Condition of Grid Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 88-93. doi: 10.13204/j.gyjzG21081001
[2]	LI Qiang, ZHOU Ting, CHEN Zhihua, LIU Haonan. INFLUENCE OF NON-LOAD ACTION ON SUPER HIGH RISE BUILDINGS CONCRETE-FILLED SQUARE STEEL TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 150-159. doi: 10.13204/j.gyjzG19120105
[3]	Li Qinshan, Wang Tiecheng, Zhao Hailong, Wang Wenxing. THE ANALYSIS AND COMPARISON OF MECHANICAL PERFORMANCE OF TWO KINDS OF SILO HORIZONTAL SUPPORTING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 143-146. doi: 10.13204/j.gyjz201504027
[4]	Lei Bing, Song Yupu. FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 71-76,143. doi: 10.13204/j.gyjz201309013
[5]	Li Kaiwen. SCHEME COMPARISON AND SELECTION OF BONDING STEEL AND CFRP CONCRETE FRAME JOINT CONTINUED PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 147-153,163. doi: 10.13204/j.gyjz201203031
[6]	Chen Chanhong, Huang Ying, Shan Jian. THE FINITE ELEMENT MODEL STUDY ON THE PRE- TWISTED EULER BEAM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 94-97. doi: 10.13204/j.gyjz2011205017
[7]	Chen Changhong, Huang Ying, Shan Jian. THE PRE- TWISTED THIN- WALLED BEAM ELEMENT STIFFNESS MATRIX CONSIDERING THE SAINT- VENANT WARPING DEFORMATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 60-64. doi: 10.13204/j.gyjz201204013
[8]	Zhang Hongmei, Liu Wei. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 80-83. doi: 10.13204/j.gyjz201105018
[9]	Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008
[10]	Wang Quanfeng, Li Fei, Chen Haojun, Huang Yihui, Yang Yongxin, Xu Yuye. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOUR OF TIMBER BEAMS REINFORCED WITH BFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 126-130. doi: 10.13204/j.gyjz201004027
[11]	Xiao Qi, Zhu He. RANDOM VIBRATION ANALYSIS OF DYNAMIC CHARACTERISTICS OF TALL BUILDING STRUCTURE BASED ON POWER SPECTRAL DENSITY OF WIND PRESSURE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 71-73. doi: 10.13204/j.gyjz200909014
[12]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[13]	Li Zhenyu, Chen Zhihua, Rong Bin, Liu Xiliang. RESEARCH ON CRISSCROSS COMBINED COLUMN OF CONCRETE-FILLED SQUARE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 31-35,50. doi: 10.13204/j.gyjz200708009
[14]	Zhang Jianrong, Liu Zhaoqiu, Hua Yijie. RESEARCH ON TEMPERATURE EFFECT COMBINATION IN THE DESIGN OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 42-46,11. doi: 10.13204/j.gyjz200701012
[15]	Huang Yi, Wang Yuanqing, Chen Hong, Shi Yongjiu. ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 73-75. doi: 10.13204/j.gyjz200612020
[16]	Xie Xiao-dong, Yang Na, Yang Qing-shan. PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 79-82,94. doi: 10.13204/j.gyjz200605021
[17]	Geng Ou, Yuan Guanglin. TURY ON THE STRESS-STRAIN RELATIONSHIP OF CARBONATION CONCRETE AND THE FLEXURAL PERFORMANCE OF THE CARBONIZED REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 44-46. doi: 10.13204/j.gyjz2006010114
[18]	Zheng Yong-qian, Yang You-fu, Han Lin-hai. ANALYSIS OF THE THERMAL FIELD OF STEEL-CONCRETE COMPOSITE COLUMNS USING ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 74-77. doi: 10.13204/j.gyjz200608023
[19]	Su Guozhu, Wang Yonghuan, Xu Haixiang, Xu Qing. STRUCTURAL OPTIMUM DESIGN OF ALLOTYPE HIGH TOWER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 57-59,68. doi: 10.13204/j.gyjz200502016
[20]	Li Zhilei, Gan Gang, Tang Jinchun. RESEARCH ON INTERNAL FORCE AND SPATIAL DEFORMATION OF AN OVERLONG FRAME STRUCTURE UNDER TEMPERATURE EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 36-39. doi: 10.13204/j.gyjz200404011