[1]张继文,陈乾.预应力锚固损失的计算研究[J].东南大学学报(自然科学版),1996,26(6):75-80.[doi:10.3969/j.issn.1001-0505.1996.06.015]
 Zhang Jiwen,Chen Qian,Chen Qian.Calculation of the Anchorage Loss of Prestress in Tendons[J].Journal of Southeast University (Natural Science Edition),1996,26(6):75-80.[doi:10.3969/j.issn.1001-0505.1996.06.015]
点击复制

预应力锚固损失的计算研究()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
26
期数:
1996年第6期
页码:
75-80
栏目:
土木工程
出版日期:
1996-11-20

文章信息/Info

Title:
Calculation of the Anchorage Loss of Prestress in Tendons
作者:
张继文陈乾
东南大学土木工程系; 东南大学建筑设计研究院
Author(s):
Zhang Jiwen Chen Qian Chen Qian
Department of Civil Engineering, Southeast University, Nanjing 210018
Architectural Design and Research Institute, Southeast University, Nanjing 210018
关键词:
预应力 锚固损失 无粘结 连续板 连续扁梁
分类号:
TU378.1
DOI:
10.3969/j.issn.1001-0505.1996.06.015
摘要:
对由抛物线和直线段通过切点、折点任意连接而布置的预应力筋,从理论上建立了该类预应力筋锚固损失的计算通式,并给出了特定式.完善了规范中有关预应力锚固损失的计算内容.

相似文献/References:

[1]蔡小宁,孟少平,孙巍巍,等.预应力预制混合装配双肢墙弹塑性性能[J].东南大学学报(自然科学版),2010,40(6):1257.[doi:10.3969/j.issn.1001-0505.2010.06.025]
 Cai Xiaoning,Meng Shaoping,Sun Weiwei,et al.Elastoplastic performances of prestressed precast hybrid coupled wall[J].Journal of Southeast University (Natural Science Edition),2010,40(6):1257.[doi:10.3969/j.issn.1001-0505.2010.06.025]
[2]冯健,张耀康.预应力斜拉网格结构的静力优化分析[J].东南大学学报(自然科学版),2003,33(5):583.[doi:10.3969/j.issn.1001-0505.2003.05.010]
 Feng Jian,Zhang Yaokang.Static optimizing analysis of prestressed cable-stayed space truss structure[J].Journal of Southeast University (Natural Science Edition),2003,33(6):583.[doi:10.3969/j.issn.1001-0505.2003.05.010]
[3]张继文.预应力加固构件的边界约束对加固效能的影响[J].东南大学学报(自然科学版),2000,30(4):63.[doi:10.3969/j.issn.1001-0505.2000.04.012]
 Zhang Jiwen.Influence of the Boundary Condition on the Effective Performance of the Strengthened Members[J].Journal of Southeast University (Natural Science Edition),2000,30(6):63.[doi:10.3969/j.issn.1001-0505.2000.04.012]
[4]郑文忠,俞伟根,吕志涛.后张预应力平板-柱结构实用设计方法的研究[J].东南大学学报(自然科学版),1994,24(6):32.[doi:10.3969/j.issn.1001-0505.1994.06.006]
 Zheng Wenzhong,Yu Weigen,et al.Research on Practical Method for Design of Post-Tensioned Flat Slab-Column Structures[J].Journal of Southeast University (Natural Science Edition),1994,24(6):32.[doi:10.3969/j.issn.1001-0505.1994.06.006]
[5]王文炜,翁昌年,杨威.新老混凝土组合梁混凝土收缩徐变试验研究[J].东南大学学报(自然科学版),2008,38(3):505.[doi:10.3969/j.issn.1001-0505.2008.03.028]
 Wang Wenwei,Weng Changnian,Yang Wei.Experimental study on creep and shrinkage of old and new concrete composite beams[J].Journal of Southeast University (Natural Science Edition),2008,38(6):505.[doi:10.3969/j.issn.1001-0505.2008.03.028]
[6]舒赣平,吕志涛,段建中.预应力连续钢梁的理论分析与试验研究[J].东南大学学报(自然科学版),1994,24(3):40.[doi:10.3969/j.issn.1001-0505.1994.03.007]
 Shu Ganping,Lu,Zhitao Duan,et al.Theoretical Analysis and Experimental Research of Prestressed-Steel Continuous Beam[J].Journal of Southeast University (Natural Science Edition),1994,24(6):40.[doi:10.3969/j.issn.1001-0505.1994.03.007]
[7]仲济涛,刘钊.不同预应力度简支梁拉压杆模型[J].东南大学学报(自然科学版),2013,43(5):962.[doi:10.3969/j.issn.1001-0505.2013.05.011]
 Zhong Jitao,Liu Zhao.Strut-and-tie model of simply supported beams under different prestressing degree[J].Journal of Southeast University (Natural Science Edition),2013,43(6):962.[doi:10.3969/j.issn.1001-0505.2013.05.011]

更新日期/Last Update: 2013-04-15