# [1]张恒平,猪股俊司,青木(彳散)彦.混凝土斜拉桥用悬臂法施工的徐变分析[J].东南大学学报(自然科学版),1988,18(1):105-113.[doi:10.3969/j.issn.1001-0505.1988.01.012] 　Zhang Hengping (Departement of Civil Engineering) Shunji Inomata Tetsuhiko Aoki (Aizhi Institute of Technology,Japan).Creep Analysis for Cable Stayed Concrete Bridge during Cantilever-Construction[J].Journal of Southeast University (Natural Science Edition),1988,18(1):105-113.[doi:10.3969/j.issn.1001-0505.1988.01.012] 点击复制 混凝土斜拉桥用悬臂法施工的徐变分析() 分享到： var jiathis_config = { data_track_clickback: true };

18

1988年第1期

105-113

1988-01-20

## 文章信息/Info

Title:
Creep Analysis for Cable Stayed Concrete Bridge during Cantilever-Construction

Author(s):

Keywords:

+
DOI:
10.3969/j.issn.1001-0505.1988.01.012

Abstract:
The cable stayed concrete bridge is one of the advanced bridge types used for modern large span bridges.However,it is quite complicated for calculat- ing the creep in concrete during cantilever-construction.In this paper,a numerical method is suggested for calculating internal forces and creep defo- rmations in concrete during construction.The effects of shrinkage and the dead load are also considered,and the accurate results can be obtained by means of computer.

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