Analysis theory of unbonded prestressed concrete continuous beams

被引:0
作者
机构
来源
Chongqing Jianzhu Daxue Xuebao/Journal of Chongqing Jianzhu University | 2000年 / 22卷 / 01期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:5 / 10
相关论文
共 50 条
[31]   Balanced Ratio of Concrete Beams Internally Prestressed with Unbonded CFRP Tendons [J].
C. Lee ;
S. Shin ;
H. Lee .
International Journal of Concrete Structures and Materials, 2017, 11 :1-16
[32]   Bending performance of unbonded prestressed basalt fiber recycled concrete beams [J].
Li, Shiping ;
Zhang, Yibei ;
Chen, Wujun .
ENGINEERING STRUCTURES, 2020, 221
[33]   Experimental Study on Mechanical Performance of Unbonded and Bonded Prestressed Concrete Beams [J].
Su, Jian ;
Yi, Nangai ;
Sun, Zong-guang ;
Bai, Yang ;
Zhang, Ai-guo .
SUSTAINABLE ENVIRONMENT AND TRANSPORTATION, PTS 1-4, 2012, 178-181 :2387-+
[34]   Differences in moment redistribution in concrete beams prestressed with bonded and unbonded tendons [J].
Mossor, Katarzyna .
PCI JOURNAL, 2022, 67 (06) :23-34
[35]   Study on Prestressed Concrete Beams Strengthened with External Unbonded CFRP Tendons [J].
Chen, Longlong ;
Qiang, Xuhong ;
Jiang, Xu ;
Dong, Hao ;
Chen, Wulong .
MATERIALS, 2024, 17 (18)
[36]   NONLINEAR-ANALYSIS OF BEAMS PRESTRESSED BY UNBONDED CABLES [J].
DALLASTA, A ;
DEZI, L .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1993, 119 (04) :720-732
[37]   The flexural capacity of concrete beams prestressed with bonded and/or unbonded FRP tendons [J].
Wang, Z.-H. (wangzuohu@emails.bjut.edu.cn), 1600, Tsinghua University (29)
[38]   ANALYSIS OF BEAMS PRESTRESSED WITH UNBONDED INTERNAL OR EXTERNAL TENDONS [J].
ALKHAIRI, FM ;
NAAMAN, AE .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1993, 119 (09) :2680-2700
[39]   Load stress analysis of unbonded prestressed concrete pavement [J].
Qian, WHZ ;
Qian, ZD ;
Niu, HD .
TRAFFIC AND TRANSPORTATION STUDIES, VOLS 1 AND 2, PROCEEDINGS, 2002, :1548-1553
[40]   Response of unbonded prestressed concrete continuous slabs under fire exposure [J].
Hou, Xiaomeng ;
Zheng, Wenzhong ;
Kodur, V. K. R. .
ENGINEERING STRUCTURES, 2013, 56 :2139-2148