Table of Content

Open Access iconOpen Access

ABSTRACT

HIGH-RISE TOWER CRANE CONTINUUM MODELING AND OPERATIONAL ANALYZING

Zhi Sun, Yuxiong Yan

The International Conference on Computational & Experimental Engineering and Sciences 2011, 19(4), 117-118. https://doi.org/10.3970/icces.2011.019.117

Abstract

Tower crane is the most generally used construction equipment for civil engineering structures. This paper proposes a method on dynamic modeling and vibration response analysis for high-rise tower cranes in operation. Concerning that tower crane structure is a beam-like lattice structure; a continuum modeling technique is firstly proposed to model the tower crane segment as a box girder element. The modeling based on this element will greatly reduce the number of degrees of freedom for tower crane dynamic analysis and thus improve analyzing efficiency. Based on the equivalent beam model, dynamic response of the tower crane induced by lifting, rotation and pendulum motion of the payload will be analyzed. The obtained responses are used for safety and servicearbility assessment of the tower crane in operation.

Cite This Article

APA Style
Sun, Z., Yan, Y. (2011). HIGH-RISE TOWER CRANE CONTINUUM MODELING AND OPERATIONAL ANALYZING. The International Conference on Computational & Experimental Engineering and Sciences, 19(4), 117-118. https://doi.org/10.3970/icces.2011.019.117
Vancouver Style
Sun Z, Yan Y. HIGH-RISE TOWER CRANE CONTINUUM MODELING AND OPERATIONAL ANALYZING. Int Conf Comput Exp Eng Sciences . 2011;19(4):117-118 https://doi.org/10.3970/icces.2011.019.117
IEEE Style
Z. Sun and Y. Yan, “HIGH-RISE TOWER CRANE CONTINUUM MODELING AND OPERATIONAL ANALYZING,” Int. Conf. Comput. Exp. Eng. Sciences , vol. 19, no. 4, pp. 117-118, 2011. https://doi.org/10.3970/icces.2011.019.117



cc Copyright © 2011 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
  • 1384

    View

  • 1157

    Download

  • 0

    Like

Share Link