[1] 贾志杰.新型预制螺旋桩受力特性数值分析研究[D].沈阳:东北大学,2006.
JIA Zhi-jie.Numerical Analysis Research of the Mechanics Character for New Type Precast Screw Pile[D].Shenyang:Northeastern University,2006.
[2]董天文,梁 力,张成金.旋入式螺旋桩[J].世界桥梁,2004(4):73-75.
DONG Tian-wen,LIANG Li,ZHANG Cheng-jin.Screw Piles Constructed by Rotary Method[J].World Bridges,2004(4):73-75.
[3]孙 犁,钱大行.桩基础与其对环境污染问题的探讨[J].建筑科学,2005,21(3):92-94.
SUN Li,QIAN Da-xing.Discussion on Pile Foundation and Its Problems of Environmental Pollution[J].Building Science,2005,21(3):92-94.
[4]孙 鸣.钢筋混凝土螺旋桩可行性分析[J].天津城市建设学院学报,2001,7(3):187-190.
SUN Ming.Analysis of the Feasibility of Reinforced Concrete ScrewPile[J].Journal of Tianjin Institute of Urban Construction,2001,7(3):187-190.
[5]东南大学,天津大学,同济大学.混凝土结构--混凝土结构设计原理[M].北京:中国建筑工业出版社,2002:184-195.
Southeast University,Tianjin University,Tongji University.Concrete Structures-Design and Principle of Concrete Structures[M].Beijing:China Architecture & Building Press,2002:184-195.
[6]殷芝霖,张 誉,王振东.抗扭[M].北京:中国铁道出版社,1990:29-179.
YIN Zhi-lin,ZHANG Yu,WANG Zhen-dong.Torsion Resistance[M].Beijing:China Railway Publishing House,1990:29-179.
[7]GB 50010-2002,混凝土结构设计规范[S].
GB 50010-2002,Code for Design of Concrete Structures[S].
[8]洪敦枢.在纯扭作用下矩形截面钢筋混凝土构件的试验研究[J].福州大学学报:自然科学版,1981(2):1-28.
HONG Dun-shu.Experimental Study on Reinforced Concrete Member with Rectangular Section Under Torsion Action[J].Journal of Fuzhou University:Natural Science Edition,1981(2):1-28.
[9]刘绍舜,罗贤武,房铁柱,等.振动沉管法CFG桩的施工技术[J].筑路机械与施工机械化,2007,24(10):51-53.
LIU Shao-shun,LUO Xian-wu,FANG Tie-zhu,et al.Construction of CFG Pile for Vibratory Immersed Tunneling Method[J].Road Machinery & Construction Mechanization,2007,24(10):51-53.
[10]熊君放,罗银燕,胡新民.长螺旋钻孔压灌混凝土桩施工技术及工程应用[J].筑路机械与施工机械化,2007,24(4):35-37.
XIONG Jun-fang,LUO Yin-yan,HU Xin-min.Guncreting Pile Construction Technology Using Long Auger and Application[J].Road Machinery & Construction Mechanization,2007,24(4):35-37.
[1]吴方伯,李 钧,邓利斌,等.大尺寸钢筋混凝土密肋薄腹梁抗剪性能试验[J].建筑科学与工程学报,2014,31(04):1.
WU Fang-bo,LI Jun,DENG Li-bin,et al.Experiment on Shear Behavior of Largesize Reinforced Concrete Multiribbed Thin Web Beams[J].Journal of Architecture and Civil Engineering,2014,31(02):1.
[2]鲍文博,付亮华,陆海燕,等.钢混框剪高层结构地震能量分布及耗散研究[J].建筑科学与工程学报,2015,32(03):38.
BAO Wen-bo,FU Liang-hua,LU Hai-yan,et al.Research on Seismic Energy Distribution and Dissipation of Reinforced Concrete Framewall Highrise Structure[J].Journal of Architecture and Civil Engineering,2015,32(02):38.
[3]延永东,姚昌建,刘荣桂,等.氯盐环境下开裂混凝土耐久性研究进展[J].建筑科学与工程学报,2015,32(04):21.
YAN Yong-dong,YAO Chang-jian,LIU Rong-gui,et al.Research Progress on Durability of Cracked Concrete Under Chloride Environment[J].Journal of Architecture and Civil Engineering,2015,32(02):21.
[4]林 峰,黎艳翔,董 羽.CFRP加固钢筋混凝土直剪承载力试验[J].建筑科学与工程学报,2015,32(06):43.
LIN Feng,LI Yan-xiang,DONG Yu.Experiment on Shear Transfer Capacity of Reinforced Concrete Strengthened with CFRP[J].Journal of Architecture and Civil Engineering,2015,32(02):43.
[5]吴波,乔长江.约束混凝土梁的升降温全过程轴力分析[J].建筑科学与工程学报,2010,27(01):12.
WU Bo,QIAO Chang-jiang.Axial Force Analysis of Restrained Concrete Beams During Heating and Cooling Phases[J].Journal of Architecture and Civil Engineering,2010,27(02):12.
[6]马志林,史庆轩,王伟.钢筋混凝土联肢剪力墙弹塑性分析[J].建筑科学与工程学报,2010,27(01):60.
MA Zhi-lin,SHI Qing-xuan,WANG Wei.Elasto-plastic Analysis of Reinforced Concrete Coupled Shear Walls[J].Journal of Architecture and Civil Engineering,2010,27(02):60.
[7]常莹莹,贡金鑫.钢筋混凝土受弯构件的延性及弯矩重分布[J].建筑科学与工程学报,2010,27(02):38.
CHANG Ying-ying,GONG Jin-xin.Ductility and Moment Redistribution of Reinforced
Concrete Flexural Members[J].Journal of Architecture and Civil Engineering,2010,27(02):38.
[8]潘元,刘伯权,邢国华,等.基于破坏准则的钢筋混凝土结构抗倒塌研究进展[J].建筑科学与工程学报,2010,27(02):51.
PAN Yuan,LIU Bo-quan,XING Guo-hua,et al.Research Progress of Seismic Collapse Resistance of Reinforced
Concrete Structures Based on Damage Criteria[J].Journal of Architecture and Civil Engineering,2010,27(02):51.
[9]屈文俊,方瑾,周国全.混凝土受弯构件受拉钢筋最小配筋率[J].建筑科学与工程学报,2011,28(01):6.
QU Wen-jun,FANG Jin,ZHOU Guo-quan.Minimum Reinforcement Ratio of Tensile Reinforcement for
Concrete Flexural Members[J].Journal of Architecture and Civil Engineering,2011,28(02):6.
[10]张云鹏,刁波,叶英华.基于Timoshenko与高阶剪切变形梁理论的RC梁极限承载力分析[J].建筑科学与工程学报,2011,28(03):67.
ZHANG Yun-peng,DIAO Bo,YE Ying-hua.Ultimate Bearing Capacities of RC Beam Based on Timoshenko and
Higher-order Shear Deformation Beam Theories[J].Journal of Architecture and Civil Engineering,2011,28(02):67.