NDLI: Study on dynamic optimum design of tower crane structure

Content Provider	IEEE Xplore Digital Library
Author	Weihua Yang u. Yourong Li Zifan Fang Kongde He
Copyright Year	2011
Description	Author affiliation: The Key Laboratory for Metallurgical Equipment and Control of the Ministry of Education, Wuhan University of Science and Technology, 430081, China (Weihua Yang u; Yourong Li; Kongde He) \|\| Mechanic and Material College, China Three Gorges University, Yichang 443002, China (Zifan Fang)
Abstract	The static analysis and the modal analysis of a tower crane structure were completed. To improve the dynamic performance of tower crane, the key modal frequencies were taken as the optimization objective. Sensitivity analysis was done for structural parameters to decide the dynamic optimum design variables. The constraints to the model included the mass, strengths and stiffness of the structure. Then the dynamic optimum design of tower crane structure was performed by finite element analysis (FEA) software ANSYS. The optimization design of the structure was obtained accordingly. The optimum result showed that the dynamic property of tower crane is improved effectively, and the comprehensive performance of the structure is strengthened.
Starting Page	1660
Ending Page	1663
File Size	215171
Page Count	4
File Format	PDF
ISBN	9781424494361
e-ISBN	9781424494392
DOI	10.1109/MACE.2011.5987273
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-07-15
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Vibrations Tower crane Cranes Sensitivity Sensitivity analysis FEA Poles and towers Dynamic optimization ANSYS Finite element methods Optimization Stress
Content Type	Text
Resource Type	Article

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