Abstract：The paper introduces a new structural style of stayed and design means about stayed portal in Changsha Station. It solved a large load occurred at pilliar bottom in ordinary stayed portal structure and provide us an adoptable experience for future.
韩辉,刘峰涛,王石玉. 长沙站新型斜位式硬横跨的设计[J]. 铁道工程学报, 2002, 19(1): 99-102.
HAN Hui，LIU Feng-tao，WANG Shi-yu. THE DESIGN OF NEW STYLE STAYED PORTAL IN CHANGSHA STATION. Journal of Railway Engineering Society, 2002, 19(1): 99-102.
2002, Vol. 19 
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