高性能混凝土柱与框架研究的新进展
摘要
近年来国内外对高性能混凝土柱及框架的受力性能进行了较多的探讨,又有新的研究进展。今后对高性能混凝土框架结构及构件长期力学性能的研究、多层多跨高性能混凝土框架最优破坏机制及其相应设计方法的研究等方面还有待进一步深入研究。
In recent years more approaches have been made to the force-bearing behaviors of HPC columns and frames both at home and abroad and researches achieved new progress. Further studies need to be carried out in the future in respects of long-term mechanical properties of HPC frame structures and members and optimum destruction mechanism of multi-floor and multi-span HPC frames as well as the correspondent design methodology.
In recent years more approaches have been made to the force-bearing behaviors of HPC columns and frames both at home and abroad and researches achieved new progress. Further studies need to be carried out in the future in respects of long-term mechanical properties of HPC frame structures and members and optimum destruction mechanism of multi-floor and multi-span HPC frames as well as the correspondent design methodology.
引文
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13王博,朱海堂.高强混凝土刚架结构的受力性能研究.建筑结构,2002(8):26～27
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15薛伟辰,程斌,李杰.层双跨高性能混凝土框架抗震性能研究.双土木工程学报,2004,37(3):59～65
16薛伟辰,程斌.反复荷载下高性能混凝土震损框架的抗震性能.低周地震工程与工程振动,200323(3):107～112,
2ChristinaClaeson,KentGylltoft.SlenderH igh-StrengthConcreteColum nsSubjected toEccentricLoading.J StructtutalEngineeringASCE,1998,124(3):223～240
3SofiaM .C.Diniz,DanM .Frangopal.Strength andDuctilitySim ulation ofH igh-StrengthConcreteColum ns.J StructuralEngineeringASCE,1997,123(10):1365～1374
4袁万城,G.Sim sch,G.Konig.反复荷载作用下高强约束混凝土柱的弯曲延性.木工程学报,1995,28(555～61土):
5AtorodAzizinamini,SharonS.BaumKuska,et al.Seism icBehaviors ofSquareHigh-StrengthConcreteColum ns.ACI JournalStructural, 1994,91(3):336～345
6Sham imA.Sheikh,Dharm endraV.Shah,ShafikS.Khoury.Confine- m ent ofH igh-StrengthConcreteColumns.ACI JournalStructural,1994,91(1):100～111
7高强与高性能混凝土委员会.高强混凝土工程应用.清华大学出版社,1998,158～162
8叶列平,丁大钧,程文韍.强混凝土框架柱抗震性能的试验研究.高建筑结构学报,1992,13(4):41～48
9谢涛,陈肇元.强混凝土柱抗震性能的试验研究.筑结构,1998高建(12):3～11
10卢玲.预应力和部分预应力混凝土柱轴压比限值.建筑结构,1996(810～13):
11贾金青,赵国藩.强混凝土短柱的轴压比限值.业建筑,2002,32高工(618～20):
12郑建岚,黄鹏飞,郑作樵.密实高性能混凝土及其框架结构抗震性自能研究.与高性能混凝土及其应用第四届学术讨论会,428～437高强
13王博,朱海堂.高强混凝土刚架结构的受力性能研究.建筑结构,2002(8):26～27
14薛伟辰.代预应力结构设计.京:中国建筑工业出版社,2003,现北138～142
15薛伟辰,程斌,李杰.层双跨高性能混凝土框架抗震性能研究.双土木工程学报,2004,37(3):59～65
16薛伟辰,程斌.反复荷载下高性能混凝土震损框架的抗震性能.低周地震工程与工程振动,200323(3):107～112,
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