Prediction of moment redistribution in continuous prestressed concrete beams
作者:
Yi‐Lung Mo,
期刊:
Journal of the Chinese Institute of Engineers
(Taylor Available online 1986)
卷期:
Volume 9,
issue 3
页码: 281-288
ISSN:0253-3839
年代: 1986
DOI:10.1080/02533839.1986.9676890
出版商: Taylor & Francis Group
关键词: moment redistribution;prestressed concrete beams
数据来源: Taylor
摘要:
The inelastic behavior of statically indeterminate non‐prestressed concrete structures can be predicted by the trilinear theory proposed recently by the author [17]. In this paper, the trilinear theory is further developed to include prestressed concrete by using concepts defined byα, β, andτ.This generalized theory excellently predicts the moment redistribution of two 50 ft‐long continuous prestressed concrete test beams described in [7].
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