Restraint moments in precast prestressed concrete continuous bridges - Closure

被引：0

作者：

Ma, ZGJ

Huo, XM

Tadros, MK

Baishya, M

机构：

[1] Univ Nebraska, Dept Civil Engn, Omaha, NE 68182 USA

[2] Tennessee Technol Univ, Dept Civil Engn, Cookeville, TN 38505 USA

来源：

PCI JOURNAL | 1999年 / 44卷 / 03期

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：98 / 98

页数：1

共 50 条

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Huo, XM
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Baishya, M
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[2] Restraint moments in precast prestressed concrete continuous bridges - Comment
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[4] Prediction of Restraint Moments in Precast, Prestressed Structures Made Continuous
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[5] DESIGN OF CONTINUOUS HIGHWAY BRIDGES WITH PRECAST PRESTRESSED CONCRETE GIRDERS
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[8] Experimental study of strand splice connections in UHPC for continuous precast prestressed concrete bridges
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[J]. ENGINEERING STRUCTURES, 2017, 133 : 81 - 90
[9] Design implications of increased live loads on continuous precast, prestressed concrete girder bridges
[J]. Gergess, A.N., 2013, Precast/Prestressed Concrete Institute (58):
[10] Design implications of increased live loads on continuous precast, prestressed concrete girder bridges
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