参考文献/References:
[1] 林同炎,Berns Ned h.预应力混凝土结构设计.第3版.路湛心等译.北京:中国铁道出版社,1984.206~217
[2] 苏小卒,朱伯龙.部分预应力框架结构的反复荷载试验及有限元全过程滞回分析.同济大学学报,1987(1):35~46
[3] 陈乾.部分预应力混凝土框架的非线性分析和非线性设计研究:[学位论文].南京:东南大学土木学院,1990
[4] 陆惠民.部分预应力砼超静定结构非线性分析、内力重分布和弯矩调幅:[学位论文].南京:东南大学土木工程学院,1998
[5] 李明顺,白生翔,胡德?等.GBJ10—89混凝土结构设计规范.北京:中国建筑工业出版社,1989
相似文献/References:
[1]王国林,孟少平,张运涛,等.基于改进拉-压杆模型的预应力混凝土深受弯构件受剪承载力预测[J].东南大学学报(自然科学版),2007,37(5):898.[doi:10.3969/j.issn.1001-0505.2007.05.032]
Wang Guolin,Meng Shaoping,Zhang Yuntao,et al.Prediction of shear capacity of prestressed concrete deep flexural members based on modified strut-and-tie model[J].Journal of Southeast University (Natural Science Edition),2007,37(2):898.[doi:10.3969/j.issn.1001-0505.2007.05.032]
[2]李富民,袁迎曙.锈蚀钢绞线的静力拉伸断裂特性[J].东南大学学报(自然科学版),2007,37(5):904.[doi:10.3969/j.issn.1001-0505.2007.05.033]
Li Fumin,Yuan Yingshu.Fracture behaviour of corroded steel strands under static tension[J].Journal of Southeast University (Natural Science Edition),2007,37(2):904.[doi:10.3969/j.issn.1001-0505.2007.05.033]
[3]薛伟辰,吕志涛.预应力混凝土门式刚架的抗震性能研究[J].东南大学学报(自然科学版),1995,25(6):74.[doi:10.3969/j.issn.1001-0505.1995.06.014]
Xue Weichen,Lu Zhitao.Research on Seismic Behavior of Unbonded Prestressed Concrete Structures[J].Journal of Southeast University (Natural Science Edition),1995,25(2):74.[doi:10.3969/j.issn.1001-0505.1995.06.014]
[4]杨建明,吕志涛.预应力混凝土框架顶层边柱的合理设计[J].东南大学学报(自然科学版),1992,22(1):43.[doi:10.3969/j.issn.1001-0505.1992.01.008]
Yang Jianming,Lu Zhitao.Reasonable Design of Top-Exterior Columns of PC Frames[J].Journal of Southeast University (Natural Science Edition),1992,22(2):43.[doi:10.3969/j.issn.1001-0505.1992.01.008]
[5]杨建明.计算预应力混凝土超静定结构次弯矩的直接法[J].东南大学学报(自然科学版),1991,21(4):59.[doi:10.3969/j.issn.1001-0505.1991.04.010]
Direct Method of Calculating Secondary Moments in Statically Indeterminate Prestressed Concrete Structures[J].Journal of Southeast University (Natural Science Edition),1991,21(2):59.[doi:10.3969/j.issn.1001-0505.1991.04.010]
[6]卫龙武.求解弹性支撑加固结构内力的新方法[J].东南大学学报(自然科学版),1991,21(4):140.[doi:10.3969/j.issn.1001-0505.1991.04.022]
[J].Journal of Southeast University (Natural Science Edition),1991,21(2):140.[doi:10.3969/j.issn.1001-0505.1991.04.022]
[7].钢筋混凝土和预应力混凝土基本理论国际学术讨论会在我院举行[J].东南大学学报(自然科学版),1986,16(6):145.[doi:10.3969/j.issn.1001-0505.1986.06.019]
[J].Journal of Southeast University (Natural Science Edition),1986,16(2):145.[doi:10.3969/j.issn.1001-0505.1986.06.019]
[8]张利梅,赵顺波,黄承逵.高效预应力混凝土梁受力性能试验研究[J].东南大学学报(自然科学版),2005,35(2):288.[doi:10.3969/j.issn.1001-0505.2005.02.028]
Zhang Limei,Zhao Shunbo,Huang Chengkui.Experimental study on flexural load-bearing capacity of high efficient prestressed concrete beams[J].Journal of Southeast University (Natural Science Edition),2005,35(2):288.[doi:10.3969/j.issn.1001-0505.2005.02.028]
[9]蓝宗建,张军,庞同和,等.预应力混凝土空心板反拱的检测和分析[J].东南大学学报(自然科学版),2000,30(4):21.[doi:10.3969/j.issn.1001-0505.2000.04.004]
ination and Analysis of Reversed Deflection of Pre-Stressed Concrete Hollow SlabsLan Zongjian,Zhang Jun,Pang Tonghe,et al.An Examination and Analysis of Reversed Deflection of Pre-Stressed Concrete Hollow Slabs[J].Journal of Southeast University (Natural Science Edition),2000,30(2):21.[doi:10.3969/j.issn.1001-0505.2000.04.004]
[10]薛伟辰,吕志涛.预应力混凝土超静定结构的设计研究[J].东南大学学报(自然科学版),1994,24(3):35.[doi:10.3969/j.issn.1001-0505.1994.03.006]
Xue Weichen,Lu,Zhitao.Design Reseach of Statically Indeterminate Prestressed Concrete Structures[J].Journal of Southeast University (Natural Science Edition),1994,24(2):35.[doi:10.3969/j.issn.1001-0505.1994.03.006]