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Date of Publication:2010-01-01

Journal:武汉交通科技大学学报

Affiliation of Author(s):建设工程学部

Volume:34

Issue:1

Page Number:57-59,71

ISSN No.:1006-2823

Abstract:The self-anchored cable-stayed suspension bridge is a new type bridge structure. In order to check the design of structure and study on the structure characteristics, a model of Dalian Gulf Bridge is made, which similarity scale is 1/100. The results of the experiments are consistent with those of theoretical analysis. The static force performance of self-anchored cable-stayed suspension bridge can be analyzed by finite displacement theory. The conclusions can offer the helpful basis for research and design on self-anchored cable-stayed suspension.

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