高性能混凝土框架的抗震性能研究
摘要
高性能混凝土经过十几年的发展,无论是科学研究的理论工作还是应用于实践的实际工程,均取得了令人可喜的成果,有了新的研究进展;文章通过对国内、外高强高性能混凝土结构抗震性能和位移延性的研究现状的综述和分析,提出了一些有待解决的问题,对未来高性能混凝土结构的发展做了一些展望。
引文
[1]陈肇元,朱金铨.高强混凝土及其应用[M].北京:清华大学出版社,1992.
[2]Raghu Pendyala,Priyan Mendis,Indubhushan Pantnaikuni.Full-Range Behavior of High-Strength Concrete Flexural Members.Comparison of Ductility Parameters of Normal and High-Strength Concrete Members[J].ACI Structural Journal,1996,93(1):30-35.
[3]Shuaib H A,Jai me Batts.Flexural Behavior of Doubly ReinforcedHigh-Strength Lightweight Concrete Beams with Web Reinforce-ment[J].ACI Structural Journal,1991,88(3):351-358.
[4]Shuaib H A,Roy Barker.Flexural Behavior of Doubly Rein-forced High-Strength Lightweight Concrete Beams[J].ACIStructural Journal,1991,88(1):69-77.
[5]薛伟辰,程斌.纤维混凝土梁抗震性能研究[J].河南科学,2002,20(6):697-701.
[6]Atortod Azizinamini,Sharon S,Baum Kuska,et al.Seismic Be-haviors of Square High-Strength Concrete Columns[J].ACIJournal Structural,1994,91(3):336-345.
[7]Shami m A S,Dharmendra V S,Shafik S K.Confinement ofHigh-Strength Concrete Columns[J].ACI Journal Structual,1994,97(1):100-111.
[8]袁万城,Sinsch G,Konig G.反复荷载作用下高强约束混凝土柱的弯曲延性[J].土木工程学报,1995,28(5):55-61.
[9]Sofia M,Diniz C,Dan M.Frangopal.Strength and Ductility Si m-ulation of High-Strength Concrete Columns[J].J structural En-gineering ASCE,1997,123(10):1 365-1 374.
[10]叶列平,丁大钧,程文軷.高强混凝土框架柱抗震的试验研究[J].建筑结构学报,1992,13(4):41-48.
[11]谢涛,陈肇元.高强混凝土柱抗震性能的试验研究[J].建筑结构,1998(8):10-13.
[12]贾金青,赵国藩.高强混凝土短柱的轴压比限值[J].工业建筑,2002,32(6):18-20.
[13]田士峰.高强混凝土剪力墙抗震试验与非线性分析[M].西安:西安建筑科技大学出版社,2004.
[14]黄斯林.高强混凝土剪力墙基本性能计算机仿真分析[M].西安:西安建筑科技大学出版社,2005.
[15]黄斯林,梁兴文,杨克家.高强混凝土剪力墙非线性有限元分析[J].工业建筑,2007,37(3)38-41,71.
[16]Esaki F.Reinforcing effect of square steel tube on tility of R/Cframed shearwall who sepredominantaction is flexure[J].Transac-tions of the Japan Concrete Institute,1994,16(1):333-340.
[17]Makoto M.Structural capacities of H-shaped RCcore wall sub-jected to lateral load and torsion[J].12thWCEE,2000,12:1 028.
[18]张展,周克荣.变高宽比高性能混凝土剪力墙抗震性能的试验研究[J].结构工程师,2004(2):62-68.
[19]刘洪波,黎都春,易文辉.高性能混凝土剪力墙抗震性能的试验研究[J].山西建筑,2007(3):81-82.
[20]Fadel Alameddine,Ehsani R.High-Strength RC ConnectionsSubjected to Inelastic Cyclic Loading[J].Structural Engineer-ing ASCE,1991,117(3):829-850.
[21]Gilson N G,Michael E K,James O J.Evalution of Joint-ShearProvisions for Interior Beam-Column-Slab Connections UsingHigh-Strength Materials[J].ACI Structural Journal,1992,89(1):89-98.
[22]陈肇元,朱金铨,吴佩刚.高强混凝土及其应用[M].北京:清华大学出版社,1992.
[23]郑建岚,黄鹏飞.自密实高性能混凝土框架结构抗震性能试验研究[J].地震工程与工程振动,2001,21(3):79-84.
[24]王雪芳,郑建岚.自密实高强混凝土框架结构的抗震性能研究[J].福州大学学报(自然科学版),2004,32(2):173-177.
[25]薛伟成,程斌,李杰.双层双跨高性能混凝土框架抗震性能研究[J].土木工程学报,2004,37(3):58-65.
[26]薛伟成,胡翔.四层两跨高性能混凝土框架的抗震性能[J].建筑结构学报,2007,28(10):69-79.
[2]Raghu Pendyala,Priyan Mendis,Indubhushan Pantnaikuni.Full-Range Behavior of High-Strength Concrete Flexural Members.Comparison of Ductility Parameters of Normal and High-Strength Concrete Members[J].ACI Structural Journal,1996,93(1):30-35.
[3]Shuaib H A,Jai me Batts.Flexural Behavior of Doubly ReinforcedHigh-Strength Lightweight Concrete Beams with Web Reinforce-ment[J].ACI Structural Journal,1991,88(3):351-358.
[4]Shuaib H A,Roy Barker.Flexural Behavior of Doubly Rein-forced High-Strength Lightweight Concrete Beams[J].ACIStructural Journal,1991,88(1):69-77.
[5]薛伟辰,程斌.纤维混凝土梁抗震性能研究[J].河南科学,2002,20(6):697-701.
[6]Atortod Azizinamini,Sharon S,Baum Kuska,et al.Seismic Be-haviors of Square High-Strength Concrete Columns[J].ACIJournal Structural,1994,91(3):336-345.
[7]Shami m A S,Dharmendra V S,Shafik S K.Confinement ofHigh-Strength Concrete Columns[J].ACI Journal Structual,1994,97(1):100-111.
[8]袁万城,Sinsch G,Konig G.反复荷载作用下高强约束混凝土柱的弯曲延性[J].土木工程学报,1995,28(5):55-61.
[9]Sofia M,Diniz C,Dan M.Frangopal.Strength and Ductility Si m-ulation of High-Strength Concrete Columns[J].J structural En-gineering ASCE,1997,123(10):1 365-1 374.
[10]叶列平,丁大钧,程文軷.高强混凝土框架柱抗震的试验研究[J].建筑结构学报,1992,13(4):41-48.
[11]谢涛,陈肇元.高强混凝土柱抗震性能的试验研究[J].建筑结构,1998(8):10-13.
[12]贾金青,赵国藩.高强混凝土短柱的轴压比限值[J].工业建筑,2002,32(6):18-20.
[13]田士峰.高强混凝土剪力墙抗震试验与非线性分析[M].西安:西安建筑科技大学出版社,2004.
[14]黄斯林.高强混凝土剪力墙基本性能计算机仿真分析[M].西安:西安建筑科技大学出版社,2005.
[15]黄斯林,梁兴文,杨克家.高强混凝土剪力墙非线性有限元分析[J].工业建筑,2007,37(3)38-41,71.
[16]Esaki F.Reinforcing effect of square steel tube on tility of R/Cframed shearwall who sepredominantaction is flexure[J].Transac-tions of the Japan Concrete Institute,1994,16(1):333-340.
[17]Makoto M.Structural capacities of H-shaped RCcore wall sub-jected to lateral load and torsion[J].12thWCEE,2000,12:1 028.
[18]张展,周克荣.变高宽比高性能混凝土剪力墙抗震性能的试验研究[J].结构工程师,2004(2):62-68.
[19]刘洪波,黎都春,易文辉.高性能混凝土剪力墙抗震性能的试验研究[J].山西建筑,2007(3):81-82.
[20]Fadel Alameddine,Ehsani R.High-Strength RC ConnectionsSubjected to Inelastic Cyclic Loading[J].Structural Engineer-ing ASCE,1991,117(3):829-850.
[21]Gilson N G,Michael E K,James O J.Evalution of Joint-ShearProvisions for Interior Beam-Column-Slab Connections UsingHigh-Strength Materials[J].ACI Structural Journal,1992,89(1):89-98.
[22]陈肇元,朱金铨,吴佩刚.高强混凝土及其应用[M].北京:清华大学出版社,1992.
[23]郑建岚,黄鹏飞.自密实高性能混凝土框架结构抗震性能试验研究[J].地震工程与工程振动,2001,21(3):79-84.
[24]王雪芳,郑建岚.自密实高强混凝土框架结构的抗震性能研究[J].福州大学学报(自然科学版),2004,32(2):173-177.
[25]薛伟成,程斌,李杰.双层双跨高性能混凝土框架抗震性能研究[J].土木工程学报,2004,37(3):58-65.
[26]薛伟成,胡翔.四层两跨高性能混凝土框架的抗震性能[J].建筑结构学报,2007,28(10):69-79.
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