新型FRP-混凝土-钢管组合柱抗震性能研究
|
摘要
简要介绍了一种新型的FRP-混凝土-钢管组合构件,结合FRP约束混凝土柱抗震性能的研究进展, 探讨了这种新型组合柱抗震性能研究中着重需要解决的一些问题．
This paper introduces a new form of hybrid columns - hybrid FRP - concrete - steel double skin tubular columns. A general review is presented on the research of dynamic behavior of FRP confined concrete columns. Some key issues are identified for this new kind of hybrid columns.
This paper introduces a new form of hybrid columns - hybrid FRP - concrete - steel double skin tubular columns. A general review is presented on the research of dynamic behavior of FRP confined concrete columns. Some key issues are identified for this new kind of hybrid columns.
引文
[1] 冯鹏,叶列平．FRP结构和FRP组合结构在结构工程中的应用与发展[A]．第二届全国土木工程用纤维增强复合 材料(FRP)应用技术学术交流会论文集[C]．北京:清华大学出版社,2002．51-63．
[2] 于清．FRP约束混凝土柱研究与应用中的若干关键问题[J]．工业建筑,2001,31(4):1-4．
[3] 王苏岩,韩克双．纤维增强复合材料(FRP)加固混凝土柱的性能研究进展[J]．地震工程与工程振动,2004,24(1): 97-104．
[4] Teng J G, Yu T, Wong Y L. Hybrid FRP - concrete - steel double - skin tubular columns: stub column tests[A] . Seoul, Korea: The Second International Conference on Steel & Composite Structures. 2004. 1390 - 1400.
[5] Yu T, Wong Y L, Teng J G, et al. Structural behavior of hybrid FRP - concrete - steel double - skin tubular columns[EB/OL]; http: //mceer. buffalo. edu/outreach/intActivity/ANCER/Activities,2004.
[6] Pantelides C P, Gergely J, Reaveley L D, et al. Retrofit of RC bridge pier with CFRP advanced composites[J] . Journal of Structural Engineering, 1999, 125(10): 1094-1099.
[7] Gergely I, Pantelides C P, Nuismer R J, et al. Bridge pier retrofit using FRP composites[J] . Journal of Composites, for Construction, ASCE, 1998, 2(4): 165-174.
[8] Masukawa J, Akiyama H, Saito H. Retrofit of existing reinforced concrete piers by using carbon fiber sheet and aramid fiber sheet [R]. Proceedings of the Third International Symposium on Non - Metallic FRP for Concrete Structures. Sapporo, 1997. 411 -418.
[9] Priestley M J N, Seible F, Fyfe E. Column seismic retrofit using fiberglass/epoxy jackets[A]. Advanced Composite Materials in Bridges and Structures[C] . Canadian Society for Civil Engineering, 1992.
[10] Xiao Y, Ma R. Seismic retrofit of RC circular columns using prefabricated composite jacketing[J] . Journal of Structural Engineering, ASCE, 1997, 123(10): 1357-1364.
[11] Saadatmanesh H. Extending service life of concrete and masonry structures with fiber composites[J] . Construction and Building Materials, 1997, 11(5-6): 327-335.
[12] Sheikh S A. Performance of concrete structures retrofitted with fibre reinforced polymers[J] . Engineering Structures, 2002(24): 869 - 879.
[13] Shao Y, Mirmiran A. Nonlinear cyclic response of laminated glass FRP tubes filled with concrete[J] . Composite Structures,2004 (65): 91 - 101.
[14] Nanni A, Norris M S. FRP jacketed concrete under flexure and combined flexure - compression[J]. Construction and Building Materials, 1995, 9(5): 273-281.
[15] Saiidi M S, Sanders D H, Gordaninejad F, et al. Seismic retrofit of non - prismatic RC bridge columns with fibrous composite [A].Proc of 12WCEE, Auckland, 2000. 143.
[16] Saiidi M S, Saners, Cheng Z Y. Effectiveness of composites in earthquake damage repair of reinforced concrete flared columns [J] . Journal of composites for constructin, 2004, 8(4) : 306 - 314.
[17] Zhuo W, Fan L, Xue Y. Shaking table testing of simply supported bridges with prefabricated GFRP tube jacketed RC columns [A] . In: Proceedings of the International Conference on FRP Composites in Civil Engineering[C] . Hong Kong, 2001 .1337 -1344.
[18] 张轲,岳清瑞,叶列平,等．碳纤维布加固混凝土柱改善延性的试验研究[J]．工业建筑,2000,30(2):16-19．
[19] 吴刚,吕志涛,张继文．CFRP加固钢筋混凝土柱抗震性能的试验研究[A]．第二届全国土木工程用纤维增强复合 材料(FRP)应用技术学术交流会论文集[C]．北京:清华大学出版社,2002．137-143．
[20] 吴刚,吕志涛,张继文．CFRP加固钢筋混凝土柱抗震性能的试验研究[A]．第二届全国土木工程用纤维增强复合 材料(FRP)应用技术学术交流会论文集[C]．北京:清华大学出版社,2002．130-136.
[21] 赵树红,李金旺,叶列平,等．碳纤维布加固钢筋混凝土柱受剪性能试验研究[J]．工业建筑,2000,30(2):12-15．
[22] 李忠献,许成祥,景萌,等．碳纤维布加固钢筋混凝土短柱的抗震性能试验研究[J]．建筑结构学报,2002,23 (6):41-48.
[23] 赵彤,刘明国,谢剑,等．应用碳纤维布增强钢筋混凝土柱抗震能力的研究[J]．地震工程与工程振动,2000,20 (4):66-72．
[24] 赵彤,周晓洁,谢剑．用碳纤维布改善钢筋混凝土极短柱抗震性能的试验研究[J]．地震工程与工程振动,2002, 22(1):85-91．
[25] 赵彤,周晓洁,谢剑．碳纤维布改善钢筋混凝土短柱(λ=1．5)抗震性能的试验研究[J]．建筑技术开发,2002, 29(12):10-13．
[26] 赵彤,张景明,谢剑,等碳纤维布改善钢筋混凝土短柱延性的试验研究[J]．世界地震工程,2001,17(1):82-86．
[27] 赵彤,戴自强,张景明,等．碳纤维布增强钢筋混凝土柱抗震能力的试验研究[J]．建筑结构,2000,30(7):31-34．
[28] 赵彤,刘明国,谢剑,等．碳纤维布改善高强混凝土柱延性的试验研究[J]．地震工程与工程振动,2001,21(4): 46-52．
[29] 范立础,李建中,王君杰．高架桥抗震设计[M]．北京:人民交通出版社,2001．
[30] 高献．FRP约束圆钢筋混凝土柱滞回性能研究[D]．福州:福州大学,2005．
[31] EI-Amoury T, Ghobarah A. Seismic rehabilitation of beam - column joint using GFRP sheets[J]. Engineering Structures, 2002 (24):1397-1407.
[32] 张轲,岳清瑞,付常武,等．碳纤维布加固钢筋混凝土柱后弯矩-曲率关系分析[J]．工业建筑,2001,31(6):20 -23．
[33]张轲,岳清瑞,叶列平．碳纤维布加固钢筋混凝土柱滞回耗能分析及目标延性系数确定[J]．工业建筑,2001,31 (6):5-8．
[2] 于清．FRP约束混凝土柱研究与应用中的若干关键问题[J]．工业建筑,2001,31(4):1-4．
[3] 王苏岩,韩克双．纤维增强复合材料(FRP)加固混凝土柱的性能研究进展[J]．地震工程与工程振动,2004,24(1): 97-104．
[4] Teng J G, Yu T, Wong Y L. Hybrid FRP - concrete - steel double - skin tubular columns: stub column tests[A] . Seoul, Korea: The Second International Conference on Steel & Composite Structures. 2004. 1390 - 1400.
[5] Yu T, Wong Y L, Teng J G, et al. Structural behavior of hybrid FRP - concrete - steel double - skin tubular columns[EB/OL]; http: //mceer. buffalo. edu/outreach/intActivity/ANCER/Activities,2004.
[6] Pantelides C P, Gergely J, Reaveley L D, et al. Retrofit of RC bridge pier with CFRP advanced composites[J] . Journal of Structural Engineering, 1999, 125(10): 1094-1099.
[7] Gergely I, Pantelides C P, Nuismer R J, et al. Bridge pier retrofit using FRP composites[J] . Journal of Composites, for Construction, ASCE, 1998, 2(4): 165-174.
[8] Masukawa J, Akiyama H, Saito H. Retrofit of existing reinforced concrete piers by using carbon fiber sheet and aramid fiber sheet [R]. Proceedings of the Third International Symposium on Non - Metallic FRP for Concrete Structures. Sapporo, 1997. 411 -418.
[9] Priestley M J N, Seible F, Fyfe E. Column seismic retrofit using fiberglass/epoxy jackets[A]. Advanced Composite Materials in Bridges and Structures[C] . Canadian Society for Civil Engineering, 1992.
[10] Xiao Y, Ma R. Seismic retrofit of RC circular columns using prefabricated composite jacketing[J] . Journal of Structural Engineering, ASCE, 1997, 123(10): 1357-1364.
[11] Saadatmanesh H. Extending service life of concrete and masonry structures with fiber composites[J] . Construction and Building Materials, 1997, 11(5-6): 327-335.
[12] Sheikh S A. Performance of concrete structures retrofitted with fibre reinforced polymers[J] . Engineering Structures, 2002(24): 869 - 879.
[13] Shao Y, Mirmiran A. Nonlinear cyclic response of laminated glass FRP tubes filled with concrete[J] . Composite Structures,2004 (65): 91 - 101.
[14] Nanni A, Norris M S. FRP jacketed concrete under flexure and combined flexure - compression[J]. Construction and Building Materials, 1995, 9(5): 273-281.
[15] Saiidi M S, Sanders D H, Gordaninejad F, et al. Seismic retrofit of non - prismatic RC bridge columns with fibrous composite [A].Proc of 12WCEE, Auckland, 2000. 143.
[16] Saiidi M S, Saners, Cheng Z Y. Effectiveness of composites in earthquake damage repair of reinforced concrete flared columns [J] . Journal of composites for constructin, 2004, 8(4) : 306 - 314.
[17] Zhuo W, Fan L, Xue Y. Shaking table testing of simply supported bridges with prefabricated GFRP tube jacketed RC columns [A] . In: Proceedings of the International Conference on FRP Composites in Civil Engineering[C] . Hong Kong, 2001 .1337 -1344.
[18] 张轲,岳清瑞,叶列平,等．碳纤维布加固混凝土柱改善延性的试验研究[J]．工业建筑,2000,30(2):16-19．
[19] 吴刚,吕志涛,张继文．CFRP加固钢筋混凝土柱抗震性能的试验研究[A]．第二届全国土木工程用纤维增强复合 材料(FRP)应用技术学术交流会论文集[C]．北京:清华大学出版社,2002．137-143．
[20] 吴刚,吕志涛,张继文．CFRP加固钢筋混凝土柱抗震性能的试验研究[A]．第二届全国土木工程用纤维增强复合 材料(FRP)应用技术学术交流会论文集[C]．北京:清华大学出版社,2002．130-136.
[21] 赵树红,李金旺,叶列平,等．碳纤维布加固钢筋混凝土柱受剪性能试验研究[J]．工业建筑,2000,30(2):12-15．
[22] 李忠献,许成祥,景萌,等．碳纤维布加固钢筋混凝土短柱的抗震性能试验研究[J]．建筑结构学报,2002,23 (6):41-48.
[23] 赵彤,刘明国,谢剑,等．应用碳纤维布增强钢筋混凝土柱抗震能力的研究[J]．地震工程与工程振动,2000,20 (4):66-72．
[24] 赵彤,周晓洁,谢剑．用碳纤维布改善钢筋混凝土极短柱抗震性能的试验研究[J]．地震工程与工程振动,2002, 22(1):85-91．
[25] 赵彤,周晓洁,谢剑．碳纤维布改善钢筋混凝土短柱(λ=1．5)抗震性能的试验研究[J]．建筑技术开发,2002, 29(12):10-13．
[26] 赵彤,张景明,谢剑,等碳纤维布改善钢筋混凝土短柱延性的试验研究[J]．世界地震工程,2001,17(1):82-86．
[27] 赵彤,戴自强,张景明,等．碳纤维布增强钢筋混凝土柱抗震能力的试验研究[J]．建筑结构,2000,30(7):31-34．
[28] 赵彤,刘明国,谢剑,等．碳纤维布改善高强混凝土柱延性的试验研究[J]．地震工程与工程振动,2001,21(4): 46-52．
[29] 范立础,李建中,王君杰．高架桥抗震设计[M]．北京:人民交通出版社,2001．
[30] 高献．FRP约束圆钢筋混凝土柱滞回性能研究[D]．福州:福州大学,2005．
[31] EI-Amoury T, Ghobarah A. Seismic rehabilitation of beam - column joint using GFRP sheets[J]. Engineering Structures, 2002 (24):1397-1407.
[32] 张轲,岳清瑞,付常武,等．碳纤维布加固钢筋混凝土柱后弯矩-曲率关系分析[J]．工业建筑,2001,31(6):20 -23．
[33]张轲,岳清瑞,叶列平．碳纤维布加固钢筋混凝土柱滞回耗能分析及目标延性系数确定[J]．工业建筑,2001,31 (6):5-8．
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心