参考文献/References:
[1] 曹双寅, 邱洪兴, 王恒华. 结构可靠性鉴定与加固技术
[M].北京:中国水利水电出版社, 2002: 1-3.
CAO Shuangyan, QIU Hongxing, WANG Henghua. The
evaluation of structural reliability and reinforcement
technique[M].Beijing: China’s Water Conservancy And
Hydropower Press,2002:1-3.
[2] 史庆轩, 王鹏, 王秋维. 桁架-拱模型用于钢筋混凝土
梁的受剪承载力计算分析[J].土木建筑与环境工程.
2013(04): 7-12.
SHI Qingxuan, WANG Peng, WANG Qiuwei. The truss
arch model for calculation and analysis of reinforced
concrete beams shear capacity [J]. civil engineering and
environmental engineering.2013 (04): 7-12.
[3] 卜良桃, 曾坚, 李为.钢纤维水泥砂浆钢筋网加固RC
梁抗剪试验研究[J].湖南大学学报, 2012, 39(02): 7-11.
BU Liangtao, ZENG Jian, LI Wei. Shear behavior of RC
beams strengthened by steel fiber ferrocement mortar [J].
Journal of Hunan University, 2012,39(02):7-11.
[4] 卜良桃、汪文渊.RC 伸臂梁采用PVA-ECC 加固抗剪试
验研究[J].湖南大学学报. 2014(06): 52-56.
BU Liangtao, WANG Wenyuan. Shear behavior of RC
overhanging beams strengthened with PVA-ECC [J].
Journal of Hunan University.2014(06):52-56.
[5] 易治民、陈升平.钢丝网钢纤维砂浆加固钢筋混凝土梁
试验研究[J].湖北工业大学学报. 2013(04): 45-48.
YI Zhimin, Chen Shengping. Wire mesh-Steel fiber
mortar reinforced concrete beams in bending test research
[J]. Journal of Hubei University of Technology,2013(04):
45-48.
[6] 张宏战,黄承逵,张瑞瑾.钢纤维高强混凝土箍筋梁抗剪
性能试验[J].哈尔滨工业大学, 2006,38 (10) :1782-1785.
ZHANG Hongzhan, HUANG Chengkui, ZHANG
Ruijin. Experimental study on shear resistance of steel
fiber reinforced high strength concrete beams[J]. Journal
of Harbin Institute of Technology, 2006, 38(10) :
1782-1785.
[7] GB/T50152-2012. 混凝土结构试验方法标准[S].北京:
中国建筑工业出版社,2012.
GB/T50152-2012. Code for test of concrete
structures[S].Beijing: China Architecture and Building
Press,2012.
[8] 米海珍,胡燕妮.塑性力学[M].清华大学: 清华大学出版
社,2014:10-55.
MI Haizhen, HU Yanni. Plastic Mechanics[M]. Tsinghua
University: Tsinghua University Press, 2014:10-55.
[9] 刘立新. 钢筋混凝土深梁、短梁和浅梁受剪承载力的
统一计算方法[J]. 建筑结构学报. 1995, 16(4):13-21.
LIU Lixin. An unified calculation method for shear
capacity of R. C. deep beams, short beams and shallow
beams[J]. Journal of Building Structures, 1995,
16(4):13-21.
[10] 曾令宏,尚守平,万剑平,等.复合砂浆钢筋网加固约束梁
抗剪性能试验[J].桂林工学院学报,2008,28(01):34-38.
ZENG Linghong, SHANG Shouping,WAN Jianping, et
al. Reinforced concrete beams shearthened with
high-performance ferrocement[J]. Journal of Guilin
University of Technology,2008,28(01):34-38.
[11] 蒋大骅. 钢筋混凝土梁抗剪强度的塑性解[J]. 同济大
学学报. 1979,(5):29-43.
JIANG Dahua. Plastic solution of reinforced concrete
beams in shear [J]. Journal of Tongji University, 1979 (5):
29-43.
相似文献/References:
[1]苗元耀,牛荻涛,程雪莉.钢筋混凝土桥梁疲劳荷载模型及应力水平研究[J].西安建筑科技大学学报:自然科学版,2018,50(04):500.[doi:10.15986/j.1006-7930.2018.04.006]
MIAO Yuanyao,NIU Ditao,CHENG Xueli.Study on fatigue load model and stress level of the reinforeed concrete bridge[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2018,50(02):500.[doi:10.15986/j.1006-7930.2018.04.006]