相似文献/References:
[1]陈瑞麟,曾家民.竹纤维混凝土主要力学性能的试验研究[J].华侨大学学报(自然科学版),1990,11(4):377.[doi:10.11830/ISSN.1000-5013.1990.04.0377]
Chen Ruilin,Zeng Jiamin.Pilot Study on the Principal Mechanical Properties of Bamboo Concrete[J].Journal of Huaqiao University(Natural Science),1990,11(1):377.[doi:10.11830/ISSN.1000-5013.1990.04.0377]
[2]林雨生,方德平.部分预应力砼受弯构件的延性分析[J].华侨大学学报(自然科学版),1996,17(1):28.[doi:10.11830/ISSN.1000-5013.1996.01.0028]
Lin Yusheng,Fang Deping.Analysis of the Ductility of Partially Prestressed Concrete Flexural Members[J].Journal of Huaqiao University(Natural Science),1996,17(1):28.[doi:10.11830/ISSN.1000-5013.1996.01.0028]
[3]方德平,林雨生.部分预应力砼连续梁的弯矩-曲率分析法[J].华侨大学学报(自然科学版),1996,17(3):260.[doi:10.11830/ISSN.1000-5013.1996.03.0260]
Fang Deping,Lin Yusheng.Analysis of Partially prestressed Concrete ContinuousBeam by Bending Moment-Curvature Method[J].Journal of Huaqiao University(Natural Science),1996,17(1):260.[doi:10.11830/ISSN.1000-5013.1996.03.0260]
[4]张惠华.M-N-Φ法用于SRC偏压构件截面的计算[J].华侨大学学报(自然科学版),1999,20(1):51.[doi:10.11830/ISSN.1000-5013.1999.01.0051]
Zhang Huihua.Application of M N Φ Method to the Calculation of a Section of Steel Rein forced Concrete Member Submitting to Eccentric Compression[J].Journal of Huaqiao University(Natural Science),1999,20(1):51.[doi:10.11830/ISSN.1000-5013.1999.01.0051]
[5]方德平,林雨生.预应力砼梁截面的配筋与延性分析[J].华侨大学学报(自然科学版),1999,20(3):254.[doi:10.11830/ISSN.1000-5013.1999.03.0254]
Fang Deping,Lin Yusheng.Reinforcement and Ductility Analysis at the Section of Prestressed Concrete Beam[J].Journal of Huaqiao University(Natural Science),1999,20(1):254.[doi:10.11830/ISSN.1000-5013.1999.03.0254]
[6]方德平.外贴纤维布加固砼梁的截面延性分析[J].华侨大学学报(自然科学版),2001,22(4):385.[doi:10.3969/j.issn.1000-5013.2001.04.012]
Fang Deping.Analysing the Sectional Ductility of Concrete Beam with Fibre Sheet Sticking on Externally as Reinforcer[J].Journal of Huaqiao University(Natural Science),2001,22(1):385.[doi:10.3969/j.issn.1000-5013.2001.04.012]
[7]王传奇,高轩能,李琨.变截面门式刚架的动力特性[J].华侨大学学报(自然科学版),2009,30(1):75.[doi:10.11830/ISSN.1000-5013.2009.01.0075]
WANG Chuan-qi,GAO Xuan-neng,LI Kun.Dynamic Behavior of Portal Frame Structures with Tapered Members[J].Journal of Huaqiao University(Natural Science),2009,30(1):75.[doi:10.11830/ISSN.1000-5013.2009.01.0075]
[8]李升才,罗小庆,章炯.焊接环式箍筋约束高强砼柱裂缝开裂[J].华侨大学学报(自然科学版),2010,31(4):458.[doi:10.11830/ISSN.1000-5013.2010.04.0458]
LI Sheng-cai,LUO Xiao-qing,ZHANG Jiong.Cracks in High-Strength Concrete Columns with Ring Welded Stirrups[J].Journal of Huaqiao University(Natural Science),2010,31(1):458.[doi:10.11830/ISSN.1000-5013.2010.04.0458]
[9]罗俊,李海锋,韩枫,等.设置耗能壁板的新型箱形钢墩柱轴压性能数值分析[J].华侨大学学报(自然科学版),2017,38(6):792.[doi:10.11830/ISSN.1000-5013.201701052]
LUO Jun,LI Haifeng,HAN Feng,et al.Numerical Analysis of New Steel Box Pier With Energy Dissipation Plates Under Axial Compression[J].Journal of Huaqiao University(Natural Science),2017,38(1):792.[doi:10.11830/ISSN.1000-5013.201701052]
[10]刘志彬,曾志兴,刘祥,等.配置500 MPa级钢筋混凝土梁的抗弯延性分析[J].华侨大学学报(自然科学版),2020,41(4):434.[doi:10.11830/ISSN.1000-5013.202002026]
LIU Zhibin,ZENG Zhixing,LIU Xiang,et al.Analysis of Flexural Ductility of Reinforced Concrete Beams With 500 MPa Steel[J].Journal of Huaqiao University(Natural Science),2020,41(1):434.[doi:10.11830/ISSN.1000-5013.202002026]