相似文献/References:
[1]蔡建国,冯健,王蜂岚,等.考虑节点刚度的预制混凝土框架结构分析[J].东南大学学报(自然科学版),2009,39(5):1054.[doi:10.3969/j.issn.1001-0505.2009.05.037]
Cai Jianguo,Feng Jian,Wang Fenglan,et al.Structural analysis of precast concrete frames considering joint stiffness[J].Journal of Southeast University (Natural Science Edition),2009,39(1):1054.[doi:10.3969/j.issn.1001-0505.2009.05.037]
[2]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(1):898.[doi:10.3969/j.issn.1001-0505.2007.05.032]
[3]王曙光,蓝宗建.框架结构消能减震的试验研究[J].东南大学学报(自然科学版),2001,31(4):58.[doi:10.3969/j.issn.1001-0505.2001.04.014]
Wang Shuguang,Liu Weiqing,Lan Zongjian.Experimental Study on Seismic Control and Energy Dissipation of RC Frame Structures[J].Journal of Southeast University (Natural Science Edition),2001,31(1):58.[doi:10.3969/j.issn.1001-0505.2001.04.014]
[4]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(1):904.[doi:10.3969/j.issn.1001-0505.2007.05.033]
[5]陈忠范,江卫国,程文瀼.碳纤维布加固混凝土框架受力性能[J].东南大学学报(自然科学版),2006,36(6):991.[doi:10.3969/j.issn.1001-0505.2006.06.024]
Chen Zhongfan,Jiang Weiguo,Cheng Wenrang.Mechanical behaviour of RC frames strengthened by CFRP sheets[J].Journal of Southeast University (Natural Science Edition),2006,36(1):991.[doi:10.3969/j.issn.1001-0505.2006.06.024]
[6]陆惠民,吕志涛.PPC超静定结构弯矩调幅限值及方法的研究[J].东南大学学报(自然科学版),1999,29(2):70.[doi:10.3969/j.issn.1001-0505.1999.02.014]
Lu Huimin,Lu Zhitao.Study of Moment Modification of Partially Prestressed Concrete Hyperstatic Structures[J].Journal of Southeast University (Natural Science Edition),1999,29(1):70.[doi:10.3969/j.issn.1001-0505.1999.02.014]
[7]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(1):74.[doi:10.3969/j.issn.1001-0505.1995.06.014]
[8]陈乾,吕志涛.钢筋混凝土框架的非线性全过程分析新法[J].东南大学学报(自然科学版),1992,22(5):66.[doi:10.3969/j.issn.1001-0505.1992.05.010]
Chen Qian,Lu Zhitao,Lu Zhitao.A New Method of Full Range Nonlinear Analysis for Reinforced Concrete Frames[J].Journal of Southeast University (Natural Science Edition),1992,22(1):66.[doi:10.3969/j.issn.1001-0505.1992.05.010]
[9]高振世,王安宝,庞同和.低周反复荷载作用了钢筋混凝土框架的延性和强度[J].东南大学学报(自然科学版),1991,21(4):38.[doi:10.3969/j.issn.1001-0505.1991.04.007]
[10]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(1):59.[doi:10.3969/j.issn.1001-0505.1991.04.010]