火灾后钢骨超高强混凝土柱抗震性能的研究
|
摘要
从高温后钢材及混凝土力学性能、高强混凝土材料力学性能、火灾后的钢骨混凝土柱力学性能3个方面进行了论述,介绍了目前国内外钢骨超高强混凝土结构抗火研究的主要进展及成果。
The paper illustrates the dynamic performance of steel materials after high temperature and concrete,the dynamic performance of the high-strength concrete materials,and of the steel reinforced concrete columns,and introduces the main development and results of the research on steel reinforced super high-strength concrete columns after fire accidents at home and aborad.
The paper illustrates the dynamic performance of steel materials after high temperature and concrete,the dynamic performance of the high-strength concrete materials,and of the steel reinforced concrete columns,and introduces the main development and results of the research on steel reinforced super high-strength concrete columns after fire accidents at home and aborad.
引文
[1]Y.Anderberg.Spalling phenomena of HPC and OC[J].Pro-ceedings of International Workshop on Fire Performance ofHigh-Strength Concrete,NIST,Gaithersburg,MD,USA,1997(2):69-73.
[2]D.Bentz.Fibers percolation and spalling of high performanceconcrete[J].ACI Mater.J,2000,97(3):354-359.
[3]S.Y.N.Chan,G.F.Peng,M.Anson.Comparison between highstrength concrete and normal-strength concrete subjected tohigh temperature[J].Mater.Struct,1996,29(12):616-619.
[4]黑龙江省建筑结构专家委员会.建筑结构抗火研究现状及对相关抗火问题的思考[Z].2000.
[5]吴波,马忠诚,欧进萍.高温后混凝土在重复荷载作用下的应力—应变关系[J].地震工程与工程振动,1997,17(3):36-43.
[6]周新刚,吴江龙.高温后混凝土与钢筋粘结性能的试验研究[J].工业建筑,1995,25(5):37-40.
[7]刘健.高温后新老混凝土粘结的劈拉强度试验研究[J].工业建筑,2001,31(2):15-17.
[8]S.Y.N.Chan,G.F.Peng,M.Anson.Fire and Behavior ofHigh Performance Concrete Made with Silica Fume at VariousMoisture Contents[J].ACI Materials Journal,1999,96(3):405-409.
[9]Castillo.C,Dumani.A.J.Effect of Transient High Temperatureon High-Strength Concrete[J].ACI Materials Journal,1990,87(1):47-53.
[10]G.Sanjayan,L.J.Stocks H.Spalling of High-Strength Silica FumeConcretein Fire[J].ACI Materials Journal,1993,90(2):170-173.
[11][奥地利]索默.高性能混凝土的耐久性[M].冯乃谦,译.北京:科学出版社,1998.
[12]K.D.Hertz.DanishInvestigations on Silica Fume Concretes atElevated Temperature[J].ACI Materials Journal,1992,89(4):345-347.
[13]L.T.Phan,N.J.Carino,D.Duthinh,et al.Proceedings of In-ternational Workshop on Fire Performance of High-StrengthConcrete[J].NIST,Gaithersburg,MD,1997(2):13-14.
[14]L.T.Phan,N.J.Carino.Review of Mechanical Properties ofHSCat Elevated Temperature[J].Journal of Materialsin CivilEngineering,1998(2):58-64.
[15]R.Felicetti,P.G.Gambarova.Effects of High Temperature onthe Residual Compressive Strength of High-Strength SiliceousConcrete[J].ACI Materials Journal,1998,95(4):395-406.
[16]M.J.Terro,S.A.Hamoush.Effrct of Confinement on SiliceousAggregate Concrete Sulgected to Elevated Temperatures andCyclic Heating[J].ACI Materials Journal,1997,94(2):83-89.
[17]吴波,袁杰,王光远.高温高强混凝土力学性能的试验研究[J].土木工程学报,2000,33(2):8-12.
[18]宿晓萍.火灾后约束高强混凝土本构关系与已修复结构抗震性能研究[D].哈尔滨:哈尔滨建筑大学硕士学位论文,2000:28-32.
[19]吴波,宿晓萍.高温后约束高强混凝土力学性能的试验研究[J].土木工程学报,2002,35(6):4.
[20]游有鲲,钱春香,缪昌文.高强混凝土高温爆裂抑制措施研究[J].混凝土,2005(192):20-23.
[21]李敏,钱春香,孙伟.高强混凝土火灾后性能变化规律研究[J].工业建筑,2002,32(10):40-42.
[22]郑永乾,韩林海.钢骨混凝土柱的耐火性能和抗火设计方法(Ⅰ)[J].建筑钢结构进展,2006,8(2):20.
[23]郑永乾,韩林海.钢骨混凝土柱的耐火性能和抗火设计方法(Ⅱ)[J].建筑钢结构进展,2006,8(2):30-40.
[24]蒋东红,李国强,王世伟,等.钢骨混凝土轴压柱抗火极限承载力计算[J].钢结构,2005,20(6):6.
[25]蒋东红,李国强,张彬.钢骨混凝土偏压柱抗火极限承载力分析研究[J].建筑钢结构进展,2006,8(2):4.
[26]蒋东红,王世伟,郑浩,等.火灾下钢骨混凝土柱极限承载力简化计算方法[J].工业建筑,2006,36(sup):20-25.
[27]陆洲导,徐朝晖.火灾下钢骨混凝土柱温度场分析[J].同济大学学报(自然科学版),2004,32(9):9.
[28]陆洲导,余江滔,徐朝晖.钢骨混凝土抗火性能非线性分析[J].同济大学学报(自然科学版),2006,34(11):12.
[2]D.Bentz.Fibers percolation and spalling of high performanceconcrete[J].ACI Mater.J,2000,97(3):354-359.
[3]S.Y.N.Chan,G.F.Peng,M.Anson.Comparison between highstrength concrete and normal-strength concrete subjected tohigh temperature[J].Mater.Struct,1996,29(12):616-619.
[4]黑龙江省建筑结构专家委员会.建筑结构抗火研究现状及对相关抗火问题的思考[Z].2000.
[5]吴波,马忠诚,欧进萍.高温后混凝土在重复荷载作用下的应力—应变关系[J].地震工程与工程振动,1997,17(3):36-43.
[6]周新刚,吴江龙.高温后混凝土与钢筋粘结性能的试验研究[J].工业建筑,1995,25(5):37-40.
[7]刘健.高温后新老混凝土粘结的劈拉强度试验研究[J].工业建筑,2001,31(2):15-17.
[8]S.Y.N.Chan,G.F.Peng,M.Anson.Fire and Behavior ofHigh Performance Concrete Made with Silica Fume at VariousMoisture Contents[J].ACI Materials Journal,1999,96(3):405-409.
[9]Castillo.C,Dumani.A.J.Effect of Transient High Temperatureon High-Strength Concrete[J].ACI Materials Journal,1990,87(1):47-53.
[10]G.Sanjayan,L.J.Stocks H.Spalling of High-Strength Silica FumeConcretein Fire[J].ACI Materials Journal,1993,90(2):170-173.
[11][奥地利]索默.高性能混凝土的耐久性[M].冯乃谦,译.北京:科学出版社,1998.
[12]K.D.Hertz.DanishInvestigations on Silica Fume Concretes atElevated Temperature[J].ACI Materials Journal,1992,89(4):345-347.
[13]L.T.Phan,N.J.Carino,D.Duthinh,et al.Proceedings of In-ternational Workshop on Fire Performance of High-StrengthConcrete[J].NIST,Gaithersburg,MD,1997(2):13-14.
[14]L.T.Phan,N.J.Carino.Review of Mechanical Properties ofHSCat Elevated Temperature[J].Journal of Materialsin CivilEngineering,1998(2):58-64.
[15]R.Felicetti,P.G.Gambarova.Effects of High Temperature onthe Residual Compressive Strength of High-Strength SiliceousConcrete[J].ACI Materials Journal,1998,95(4):395-406.
[16]M.J.Terro,S.A.Hamoush.Effrct of Confinement on SiliceousAggregate Concrete Sulgected to Elevated Temperatures andCyclic Heating[J].ACI Materials Journal,1997,94(2):83-89.
[17]吴波,袁杰,王光远.高温高强混凝土力学性能的试验研究[J].土木工程学报,2000,33(2):8-12.
[18]宿晓萍.火灾后约束高强混凝土本构关系与已修复结构抗震性能研究[D].哈尔滨:哈尔滨建筑大学硕士学位论文,2000:28-32.
[19]吴波,宿晓萍.高温后约束高强混凝土力学性能的试验研究[J].土木工程学报,2002,35(6):4.
[20]游有鲲,钱春香,缪昌文.高强混凝土高温爆裂抑制措施研究[J].混凝土,2005(192):20-23.
[21]李敏,钱春香,孙伟.高强混凝土火灾后性能变化规律研究[J].工业建筑,2002,32(10):40-42.
[22]郑永乾,韩林海.钢骨混凝土柱的耐火性能和抗火设计方法(Ⅰ)[J].建筑钢结构进展,2006,8(2):20.
[23]郑永乾,韩林海.钢骨混凝土柱的耐火性能和抗火设计方法(Ⅱ)[J].建筑钢结构进展,2006,8(2):30-40.
[24]蒋东红,李国强,王世伟,等.钢骨混凝土轴压柱抗火极限承载力计算[J].钢结构,2005,20(6):6.
[25]蒋东红,李国强,张彬.钢骨混凝土偏压柱抗火极限承载力分析研究[J].建筑钢结构进展,2006,8(2):4.
[26]蒋东红,王世伟,郑浩,等.火灾下钢骨混凝土柱极限承载力简化计算方法[J].工业建筑,2006,36(sup):20-25.
[27]陆洲导,徐朝晖.火灾下钢骨混凝土柱温度场分析[J].同济大学学报(自然科学版),2004,32(9):9.
[28]陆洲导,余江滔,徐朝晖.钢骨混凝土抗火性能非线性分析[J].同济大学学报(自然科学版),2006,34(11):12.
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