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《Industrial Construction》 2013-09
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Dong Liting;Wang Yan;Zhang Dong;Qingdao Technological University;  
A 41.5m span steel transport corridor for feeding system between B1-B2 transfer stations in PTKE Group Co.was studied in this paper,especially temperature and bearer forms effects on the corridor were given,the modal shapes and dynamic response of the corridor were calculated.The results show that for a large span steel transport corridor with one end fixed and one end sliding rubber bearer can reduce the adverse effects of temperature stress on member internal forces,the short bracing arranged in cross-sections can greatly improve the overall stiffness and reduce lateral deformation of the corridor.
【Fund】: 国家自然科学基金资助项目(51078194)
【CateGory Index】: TU391
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