参考文献/References:
[1] 殷湛华.国外关于旧桥承载潜力的研究.国外公路,1993(6):12~16
[2] 交通部.公路旧桥承载能力鉴定方法(试行).北京:人民交通出版社,1988.9~11
[3] 郭永琛,叶见曙.桥梁技术改造.北京:人民交通出版社,1991.33~35
[4] 邓学钧,孙璐.两种权重模型与路面评估.中国公路学报,1996 9(1):21~29
相似文献/References:
[1]丁大钧.满意优化解[J].东南大学学报(自然科学版),2003,33(5):529.[doi:10.3969/j.issn.1001-0505.2003.05.001]
Ding Dajun.Satisfactory optimum solutions[J].Journal of Southeast University (Natural Science Edition),2003,33(3):529.[doi:10.3969/j.issn.1001-0505.2003.05.001]
[2]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(3):63.[doi:10.3969/j.issn.1001-0505.2000.04.012]
[3]李爱群,曹征良,丁大钧.带摩阻装置钢筋砼低剪力墙极限承载力分析[J].东南大学学报(自然科学版),1994,24(3):70.[doi:10.3969/j.issn.1001-0505.1994.03.012]
Li Aiqun,Cao Zhengliang,et al.Analysis of Ultimate Carrying Capacity Concrete LoW-Rise Shear Walls With Control Devices[J].Journal of Southeast University (Natural Science Edition),1994,24(3):70.[doi:10.3969/j.issn.1001-0505.1994.03.012]
[4]宋启根,徐正廷.钢筋混凝土粘结试件的非线性分析[J].东南大学学报(自然科学版),1991,21(4):31.[doi:10.3969/j.issn.1001-0505.1991.04.006]
[5]徐晓霖,唐九如.钢筋轻骨料混凝土框架节点的试验研究[J].东南大学学报(自然科学版),1988,18(6):72.[doi:10.3969/j.issn.1001-0505.1988.06.010]
Xu Xiaolin Tang Jiuru (Department of Civil Engineering).Experimental Study of Reinforced Lightweight Aggregate Concrete Beam-Column Joints[J].Journal of Southeast University (Natural Science Edition),1988,18(3):72.[doi:10.3969/j.issn.1001-0505.1988.06.010]
[6].我院博士生张冲获第十一届“混凝土结构世界”国际学术会议杰出论文奖[J].东南大学学报(自然科学版),1986,16(6):5.[doi:10.3969/j.issn.1001-0505.1986.06.003]
[J].Journal of Southeast University (Natural Science Edition),1986,16(3):5.[doi:10.3969/j.issn.1001-0505.1986.06.003]
[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(3):145.[doi:10.3969/j.issn.1001-0505.1986.06.019]
[8]唐九如,冯纪寅,庞同和.钢筋混凝土框架梁柱节点核心区抗剪强度试验研究[J].东南大学学报(自然科学版),1985,15(4):61.[doi:10.3969/j.issn.1001-0505.1985.04.007]
Tang Jiuru,Feng Jiyin,Pang Tonghe.Experimental Study of Shear Strength of R/C Beam-Column Joint Cores[J].Journal of Southeast University (Natural Science Edition),1985,15(3):61.[doi:10.3969/j.issn.1001-0505.1985.04.007]
[9]张立人.钢筋混凝土双向受弯构件正截面强度计算方法的讨论(摘登)[J].东南大学学报(自然科学版),1982,12(4):146.[doi:10.3969/j.issn.1001-0505.1982.04.013]
[J].Journal of Southeast University (Natural Science Edition),1982,12(3):146.[doi:10.3969/j.issn.1001-0505.1982.04.013]
[10]宋启根.用有限元法探讨钢筋混凝土粘结试件[J].东南大学学报(自然科学版),1981,11(4):100.[doi:10.3969/j.issn.1001-0505.1981.04.010]
Song Qi-gen.Study of Reinforced Concrete Bond Specimens by Finite Element Method[J].Journal of Southeast University (Natural Science Edition),1981,11(3):100.[doi:10.3969/j.issn.1001-0505.1981.04.010]