高性能混凝土梁与节点研究的新进展
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摘要
高性能混凝土具有高强度、高耐久性的特征,被认为是新世纪的结构混凝土。国内外对高性能混凝土梁和节点的研究大多集中在高强混凝土梁和节点方面,对其静力性能和抗震性能作了主要研究。
The high performance concrete has features of the high strength and high durability.It is considered as the structure concrete of the new century.The study on beams and joints of the high performance concrete is mostly concentrated on these two points in China and abroad ,for which the static performance and earthquake resistant performance are studied mainly.
The high performance concrete has features of the high strength and high durability.It is considered as the structure concrete of the new century.The study on beams and joints of the high performance concrete is mostly concentrated on these two points in China and abroad ,for which the static performance and earthquake resistant performance are studied mainly.
引文
1索默H.高性能混凝土的耐久性.冯乃谦,丁建彤,等译.北京:科学出版社,1998
2李崇智,冯乃谦,李永德.现代高性能混凝土的研究与发展.建筑技术,2003,34(1):23～25
3RaghuPendyalaPriyanMendisIndubhushanPatnaikuni.Full-RangeBehaviorofHigh-StrengthConcreteFlexuralMembers.Com-parisonofDuctilityParametersofNormalandHigh-StrengthConcreteMembers.ACIStructuralJournal199693130～35
4Shyh-JiannHwangYih-RenLeuHan-LinHwang.TensileBondStrengthofDeformedBarsofHigh-StrengthConcrete.ACIStruc-turalJournal199693111～20
5StephenJFosterIanGilbertR.TheDesignofNonflexuralMemberswithNormalandHigh-StrengthConcretes.ACIStructuralJournal19969313～10
6Kang-HaiTanFung-KewKongSusantoTengetal.High-StrengthConcreteDeepBeamswithEffectiveSpanandShearSpanVariations.ACIStructuralJournal1995924395～405
7ShuaibHAhmadJaimeBatts.FlexuralBe-haviorofDoublyReinforcedHigh-StrengthLightweightConcreteBeamswithWebReinforcement.ACIStructuralJournal1991883351～358
8ShuaibHAhmadRoyBarker.FlexuralBe-haviorsofReinforcedHigh-StrengthLightweightConcreteBeams.ACIStructuralJournal199188169～77
9I-KuangFangChuen-ShyuanWangKeh-LuenHong.CyclicBehaviorofHigh-StrengthConcreteShortBeamswithLowAmountsofFlexuralReinforcements.ACIStructuralJournal199491110～18
10BoscoCCarpinterADebernardiPG.Min-imumReinforcementinHigh-StrengthConcrete.JStructuralEngineeringASCE19901162427～437
11YuliangXieShuaibHAhmad,etal.ShearDuctilityofReinforcedConcreteBeamsofNormalandHigh-StrengthConcrete.ACIStructuralJournal1994912140～149
12ChungWAhmadSH.ModelforShearCriticalHigh-StrengthConcreteBeams.ACIStructuralJournal199491131～41
13KaissFSarsamJananMSAl-Musawi.ShearDesignofNormalandHigh-StrengthConcreteBeamswithWebRe-inforcements.ACIStructuralJournal1992896658～664
14SamirAAshourGhaziSHasanainFaisalFWafa.ShearBehaviorofHigh-StrengthFiberReinforcedConcreteBeams.ACIStructuralJournal1992892176～184
15DanielCussonPaultreP.Stress-StrainModelforConfinedHigh-StrengthCon-crete.JStructuralEngineeringASCE19951213468～477
16RasmussenLJBakerG.TorsioninRein-forcedNormalandHigh-StrengthCon-creteBeams-Part2TheoryandDesign.ACIStructuralJournal1995922149～156
17RasmussenLJBakerG.TorsioninRein-forcedNormalandHigh-StrengthConcreteBeams-Part1ExperimentalTestSeries.ACIStructuralJournal199592156～62
18高强与高性能混凝土.国家自然科学基金重点项目研究报告,1997
19陈肇元,朱金铨,吴佩刚.高强混凝土及其应用.北京:清华大学出版社,1992
20薛伟辰,程斌.纤维混凝土梁抗震性能研究.河南科学,2002,20(6):697～701
21薛伟辰,程斌,李杰.低周反复荷载下预应力高性能混凝土梁的抗震性能.地震工程与工程振动2003,23(1):78～83
22薛伟辰.现代预应力结构设计.北京:中国建筑工业出版社,2003
23FadelAlameddineEhsaniR.High-StrengthRCConnectionsSubjectedtoInelasticCyclicLoading.JStructuralEngineeringASCE19911173829～850
24GilsonNGuimaraesMichaelEKregerJamesOJirsa.EvaluationofJoint-ShearProvisionsforInteriorBeam-Column-SlabConnectionsUsingHigh-StrengthMaterials.ACIStructuralJournal199289189～98
2李崇智,冯乃谦,李永德.现代高性能混凝土的研究与发展.建筑技术,2003,34(1):23～25
3RaghuPendyalaPriyanMendisIndubhushanPatnaikuni.Full-RangeBehaviorofHigh-StrengthConcreteFlexuralMembers.Com-parisonofDuctilityParametersofNormalandHigh-StrengthConcreteMembers.ACIStructuralJournal199693130～35
4Shyh-JiannHwangYih-RenLeuHan-LinHwang.TensileBondStrengthofDeformedBarsofHigh-StrengthConcrete.ACIStruc-turalJournal199693111～20
5StephenJFosterIanGilbertR.TheDesignofNonflexuralMemberswithNormalandHigh-StrengthConcretes.ACIStructuralJournal19969313～10
6Kang-HaiTanFung-KewKongSusantoTengetal.High-StrengthConcreteDeepBeamswithEffectiveSpanandShearSpanVariations.ACIStructuralJournal1995924395～405
7ShuaibHAhmadJaimeBatts.FlexuralBe-haviorofDoublyReinforcedHigh-StrengthLightweightConcreteBeamswithWebReinforcement.ACIStructuralJournal1991883351～358
8ShuaibHAhmadRoyBarker.FlexuralBe-haviorsofReinforcedHigh-StrengthLightweightConcreteBeams.ACIStructuralJournal199188169～77
9I-KuangFangChuen-ShyuanWangKeh-LuenHong.CyclicBehaviorofHigh-StrengthConcreteShortBeamswithLowAmountsofFlexuralReinforcements.ACIStructuralJournal199491110～18
10BoscoCCarpinterADebernardiPG.Min-imumReinforcementinHigh-StrengthConcrete.JStructuralEngineeringASCE19901162427～437
11YuliangXieShuaibHAhmad,etal.ShearDuctilityofReinforcedConcreteBeamsofNormalandHigh-StrengthConcrete.ACIStructuralJournal1994912140～149
12ChungWAhmadSH.ModelforShearCriticalHigh-StrengthConcreteBeams.ACIStructuralJournal199491131～41
13KaissFSarsamJananMSAl-Musawi.ShearDesignofNormalandHigh-StrengthConcreteBeamswithWebRe-inforcements.ACIStructuralJournal1992896658～664
14SamirAAshourGhaziSHasanainFaisalFWafa.ShearBehaviorofHigh-StrengthFiberReinforcedConcreteBeams.ACIStructuralJournal1992892176～184
15DanielCussonPaultreP.Stress-StrainModelforConfinedHigh-StrengthCon-crete.JStructuralEngineeringASCE19951213468～477
16RasmussenLJBakerG.TorsioninRein-forcedNormalandHigh-StrengthCon-creteBeams-Part2TheoryandDesign.ACIStructuralJournal1995922149～156
17RasmussenLJBakerG.TorsioninRein-forcedNormalandHigh-StrengthConcreteBeams-Part1ExperimentalTestSeries.ACIStructuralJournal199592156～62
18高强与高性能混凝土.国家自然科学基金重点项目研究报告,1997
19陈肇元,朱金铨,吴佩刚.高强混凝土及其应用.北京:清华大学出版社,1992
20薛伟辰,程斌.纤维混凝土梁抗震性能研究.河南科学,2002,20(6):697～701
21薛伟辰,程斌,李杰.低周反复荷载下预应力高性能混凝土梁的抗震性能.地震工程与工程振动2003,23(1):78～83
22薛伟辰.现代预应力结构设计.北京:中国建筑工业出版社,2003
23FadelAlameddineEhsaniR.High-StrengthRCConnectionsSubjectedtoInelasticCyclicLoading.JStructuralEngineeringASCE19911173829～850
24GilsonNGuimaraesMichaelEKregerJamesOJirsa.EvaluationofJoint-ShearProvisionsforInteriorBeam-Column-SlabConnectionsUsingHigh-StrengthMaterials.ACIStructuralJournal199289189～98
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