[1] 蔡健,陈眼云,李静.开有矩形孔的钢筋混凝土梁的承载力近似计算[J].华南理工大学学报(自然科学版),1995,23(3):36-43.
[2] 杨建明,吕志涛.预应力砼开洞梁抗剪强度的试验研究[J]. 建筑结构,1988(4):17-21.
[3] 蔡健,陈眼云,李静.开圆孔或方孔的钢筋混凝土梁承载力近似计算[J].华南理工大学学报(自然科学版),1995,23(1):44-53.
[4] 杨玉华,蔡健,张学文,等.腹部开设圆孔的钢筋混凝土梁的试验研究(Ⅳ)[J].华南理工大学学报(自然科学版),2001,29(2):83-86.
[5] LORENTSEN M.Holes in reinforced concrete girders[J]. Byggmastren,1962,41(7):141-152.
[6] MANSUR M A,TAN K,LEE S.Collapse loads of R/C beams with large openings[J].Journal of the Structural Division,1984,110(11):2602-2618.
[7] MANSUR M A,TAN K H,LEE S L.Design method for reinforced concrete beams with large openings[J].ACI Journal,1985,82(4):517-524.
[8] MANSUR M A,LEE Y F,TAN K H,et al.Tests on R/C continuous beams with openings[J].Journal of Structural Engineering,1991,117(6):1593-1606.
[9] AYKAC B,KALKAN I,AYKAC S,et al.Flexural behavior of RC beams with regular square or circular web openings[J]. Engineering Structures,2013,56:2165-2174.
[10] 殷芝霖,李玉温.腹部具有圆孔的梁的受力性能及其设计方法[J].建筑结构,1989(6):7-14.
[11] 殷芝霖,李玉温.预应力混凝土和钢筋混凝土开孔梁的受力性能及其设计方法[J].工业建筑,1988(8):2-10.
[12] 殷芝霖.钢筋混凝土和预应力混凝土构件的轴力刚度和抗弯刚度[J].冶金建筑,1981(8):21-30.
[13] 殷芝霖.钢筋混凝土和预应力混凝土空腹屋架下弦的抗剪强度(兼论偏拉构件的抗剪强度)[J].建筑结构学报,1980(2):19-30.
[14] 殷芝霖.钢筋混凝土和预应力混凝土组合梁迭合面的抗剪强度[J].工业建筑,1984(5):1-11.
[15] 蔡健,陈眼云,李静.钢筋混凝土开孔梁的受力分析及承载力近似计算(Ⅰ)——受力分析及承载力近似计算方法[C]//中国力学学会.第四届全国结构工程学术会议论文集(下).北京:工程力学编辑部,1995:2039-2042.
[16] 蔡健,李静,张学文,等.腹部开设圆孔钢筋混凝土梁的试验研究(Ⅰ)[J].华南理工大学学报(自然科学版),1997,25(2):68-72.
[17] 蔡健,李静.钢筋混凝土圆孔梁在集中荷载作用下的试验研究[C]//中国力学学会.第七届全国结构工程学术会议论文集(第Ⅱ卷).北京:工程力学编辑部,1998:264-267.
[18] 蔡健,戴金华.腹部开设矩形孔RC梁的试验研究(Ⅰ)[C]//中国力学学会.第八届全国结构工程学术会议论文集(第Ⅱ卷)北京:工程力学编辑部,1999:152-157.
[19] 蔡健,张学文.钢筋混凝土开孔简支梁的力学性能[J].工程力学,2000,1(A1):833-838.
[20] 张学文,蔡健,彭敏,等.腹部开孔的钢筋混凝土简支梁抗剪承载力计算方法初探[C]//中国力学学会.第九届全国结构工程学术会议论文集(第Ⅰ卷).北京:工程力学编辑部,2000:852-858.
[21] 张剑麟,蔡健.RC开孔简支梁的主要破坏型态与设计要点[J].广东土木与建筑,2002(9):6-8.
[22] 黄泰赟,蔡健.腹部开有矩形孔的钢筋混凝土简支梁的试验研究[J].土木工程学报,2009,42(10):36-45.
[23] 蔡健,叶嘉彬,左志亮,等.矩形开孔钢筋混凝土伸臂梁受剪性能试验研究[J].建筑结构学报,2019,40(4):38-46.
[24] 蔡健,李静,邹扬帆.腹部开设圆孔钢筋混凝土梁的试验研究(Ⅱ)[J].华南理工大学学报(自然科学版),1997,25(3):101-105.
[25] 杨玉华,蔡健,张学文.腹部开设圆孔钢筋混凝土梁的试验研究(Ⅴ)[J].华南理工大学学报(自然科学版),2001,29(3):84-86.
[26] 黄泰赟,蔡健,陈静芬.开矩形孔的钢筋混凝土梁的试验研究[J].华南理工大学学报(自然科学版),2008,36(10):20-24.
[27] 蔡健,黄泰赟,李静.腹部开有圆孔的钢筋混凝土简支梁的试验研究[J].土木工程学报,2009,42(10):27-35.
[28] 黄丹,侯磊,蔡健.腹部开洞的大型钢结构厂房柱的试验研究[J].工业建筑,2012,42(3):128-132,42.
[29] 蔡健,王英涛,陈庆军,等.腹部开孔钢筋混凝土简支梁受剪承载力计算[J].建筑结构学报,2014,35(3):149-155.
[30] 王晓刚,范文武,张墨平,等.腹板开大洞口钢筋混凝土梁的受剪性能试验研究[J].烟台大学学报(自然科学与工程版),2016,29(3):210-215.
[31] HERRERA L,ANACLETO -LUPIANEZ S,LEMNITER A. Experimental performance of RC moment frame beams with rectangular openings[J].Engineering Structures,2017,152:149-167.
[32] KIM H G,LEE Y J,KIM K H.Cyclic flexural performance of RC beams with small circular openings in plastic hinge region[J].Construction and Building Materials,2022,321:126339.
[33] 王逢朝,李振宝,崔宏剑.梁端开孔钢筋混凝土框架梁受力性能的试验研究[J].工程力学,2011,28(11):52-58.
[34] RAGAN H S,WARWARUK J.Tee members with large web openings[J].PCI Journal,1967,12(4):52-65.
[35] SAUVE J G.Prestressed concrete tee beams with large web openings[D].Edmonton:University of Alberta,1970.
[36] WARWARUK J.Behavior of prestressed concrete T-beams with large rectangular web openings[J].Symposium Paper,1974,42:399-424.
[37] LEBLANC E P.Parallelogram shaped openings in prestressed concrete tee beams[D].Edmonton:University of Alberta,1971.
[38] BARNEY G B.Design of prestressed concrete beams with large web openings[D].Evanston:Northwestern University,1975.
[39] BARNEY G B,CORLEY W G,HANSON J M,et al. Behavior and design of prestressed concrete beams with large web openings[J].PCI Journal,1977,11(4):32-61.
[40] SARGIOUS M,DILGER W.Prestressed concrete deep beams with openings[J].PCI Journal,1977,22(3):64-79.
[41] El-LAITHY A M.Influence of openings on the behaviour of rectangular post-tensioned prestressed concrete beams[D].Windsor:University of Windsor,1978.
[42] SALAM S A,HARROP J.Prestressed concrete beams with transverse circular holes[J].Journal of Structural Division,1979,105(3):635-652.
[43] DINAKARAN V,SASTRY M.Behaviour of post-tensioned prestressed concrete T-beams with large web openings[J].India Concrete Journal,1984(2):34-38.
[44] ABDALLA H,KENNEDY J.Design against cracking at openings in prestressed concrete beams[J].PCI Journal,1995,40(6):60-75.
[45] SAVAGE J M,TADROS M K,ARUMUGASAAMY P,et al. Behavior and design of double tees with web openings[J].PCI Journal,1996,41(1):46-62.
[46] 刘荣桂,苏润建.混凝土开孔梁刚度及变形特性分析[J].江苏理工大学学报,1998,19(5):1-6.
[47] 徐自祥,苏军,刘荣桂.混凝土开孔梁变形的等效计算[J]. 江苏理工大学学报(自然科学版),2001,22(2):87-90.
[48] 刘荣桂,王俊.预应力开孔梁孔口应力分析[J].江苏理工大学学报(自然科学版),1999,20(1):1-7.
[49] 刘爱华,刘荣桂.混凝土开孔梁实验研究[J].江苏理工大学学报(自然科学版),2000,21(3):10-15.
[50] 蔡健,叶嘉彬,左志亮,等.腹部开矩形孔预应力混凝土简支梁受剪性能试验研究[J].建筑结构学报,2019,40(8):100-107.
[51] GRACE N F,ROSS B.Dynamic characteristics of post-tensioned girders with web openings[J]. Journal of Structural Engineering,1996,122(6):643-650.
[52] KENNEDY J B,CHAMI S,GRACE N F.Dynamic and fatigue responses of prestressed concrete girders with openings[J].Canadian Journal of Civil Engineering,1990,17:460-470.
[53] HANY A,KENNEDY J B.Dynamic analysis of prestressed concrete beams with openings[J].Journal of Structural Engineering,1995,121(7):1058-1068.
[54] 杨小平,刘荣桂.混凝土(RC/PC)开孔梁框架地震反应谱分析[J].江苏理工大学学报(自然科学版),2000,21(4):7-11.
[55] 刘荣桂,徐凌,吕志涛.混凝土(RC/PC)开孔梁框架动态特性分析[J].工业建筑,2000,30(12):6-10.
[56] LIN T Y,THORNTON K.Secondary moment and moment redistribution in continuous prestressed concrete beams[J].PCI Journal,1972,17(1):8-20.
[57] 王鹏,周东华,王永慧,等.带加劲肋腹板开洞组合梁极限承载力理论研究[J].工程力学,2013,30(5):138-146,152.
[58] MAADDAWY T E,SHERIF S.FRP composites for shear strengthening of reinforced concrete deep beams with openings[J].Composite Structures,2009,89(1):60-69.
[59] NABEEL A B,BASSMAN M,MUROOJ F,et al. Strengthening of self-compacting reinforced concrete deep beams containing circular openings with CFRP[J].MATEC Webof Conferences,2018,162:04015.
[60] TAREK A,YOUSEF A S,HUSSEIN E,et al.Behavior of FRP-strengthened RC beams with large rectangular web openings in flexure zones: Experimental and Numerical Study[J]. International Journal of Concrete Structures and Materials,2018,12(47):1-28.
[61] NIE X F,ZHANG S S,TENG J G,et al.Experimental study on RC T-section beams with an FRP-strengthened web opening[J].Composite Structures,2018,185:273-285.
[62] MAKKI R F,JASSEM A T,JASSEM A L.Behavior of reactive-powder concrete deep beams with CFRP-strengthened openings[J].Practice Periodical on Structural Design and Construction,2019,24(4):04019016.
[63] SALIH R,ZHOU F,ABBAS N,et al.Experimental investigation of reinforced concrete beam with openings strengthened using FRP sheets under cyclic load[J].Materials,2020,13(14):3127.
[64] RAHIM N I,MOHAMMED B S,Al-FAKIH A,et al. Strengthening the structural behavior of web openings in RC deep beam using CFRP[J].Materials,2020,13(12):2804.
[65] NIE X F,ZHANG S S,YU T.Behaviour of RC beams with a fibre-reinforced polymer(FRP)-strengthened web opening[J]. Composite Structures,2020,252:112684.
[66] KHALAF M R,AL-AHMED A.Shear strength of reinforced concrete deep beams with large openings strengthened by external prestressed strands[J].Structures,2020,28:1060-1076.
[67] MANSUR M.Effect of openings on the behaviour and strength of R/C beams in shear[J].Cement and Concrete Composites,1998,20(6):477-486.
[68] HASSAN A,ATTA A M,ELSHAFIEY T.Restoration of the shear capacity for RC beams with web openings using precast SHCC plates[J].Structures,2020,25:603-612.