|本期目录/Table of Contents|

[1]夏倩.钢筋混凝土框架强柱弱梁设计的概率分析[J].建筑科学与工程学报,2011,28(02):114-118.
　XIA Qian.Probability Analysis of Strong Column-weak Beam Design of Reinforced Concrete Frames[J].Journal of Architecture and Civil Engineering,2011,28(02):114-118.
点击复制

钢筋混凝土框架强柱弱梁设计的概率分析(PDF)
分享到：

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
28卷
期数:
2011年02期
页码:
114-118
栏目:
出版日期:
2011-06-20

文章信息/Info

Title:
Probability Analysis of Strong Column-weak Beam Design of Reinforced Concrete Frames
作者:
夏倩
同济大学 建筑工程系,上海 200092
Author(s):
XIA Qian
Department of Building Engineering, Tongji University, Shanghai 200092, China
关键词:
钢筋混凝土框架;  强柱弱梁;  抗震可靠度;  可靠指标;  超筋率
Keywords:
reinforced concrete frame;  strong column-weak beam;  seismic reliability;  reliability index;  super configuration percentage of reinforcement
分类号:
TU375.1
DOI:
-
文献标志码:
A
摘要:
分析了抗震等级分别为一级、二级和三级,并且设防烈度分别为7、8度时的钢筋混凝土框架强柱弱梁设计的保证率,结合强柱弱梁设计功能函数中的各个随机变量的统计特征,分别分析了住宅楼和办公楼在抗震等级为一级、二级和三级时的钢筋混凝土框架强柱弱梁的可靠指标; 结合一级抗震等级、9度设防烈度区的框架结构强柱弱梁的可靠指标取值,得出合理的超筋率取值范围。分析结果表明:控制超筋率可以使框架结构强柱弱梁设计得到保障; 所得结论为进一步分析可靠指标的最终合理取值范围提供了依据。
Abstract:
Authors analyzed strong column-weak beam design grarantee rates of reinforced concrete frames at the seismic rating of 1,2 and 3,fortification intensities were 7,8 degrees associated with various statistical characteristics of random variables in strong column-weak beam design feature function, eachly analyzed residential and office buildings' reliability index of strong column-weak beam of reinforced concrete frames in the seismic rating of 1,2 and 3,combined with a reliability index of strong column-weak beam in the seismic rating of 1,9 degreesfortification intensity areas, found out a reasonable range of super configuration percentage of reinforcement. Analysis results show that controlling super configuration percentage of reinforcement can ensure strong column-weak beam design of reinforced concrete frames. The conclusions provide the bases for further analyzing the reasonable range of the reliability index.

参考文献/References:

[1] GB 50011—2001,建筑抗震设计规范[S]. GB 50011—2001,Code for Seismic Design of Buildings[S].
[2]GB 50010—2002,混凝土结构设计规范[S]. GB 50010—2002,Code for Design of Concrete Structures[S].
[3]夏 倩.钢筋混凝土框架结构强柱弱梁的概率分析[J].四川建筑科学研究,2010,36(3):13-16. XIA Qian.Probability Analysis is for Strong Column-weak Beam Design of Reinforced Concrete Frames[J].Sichuan Building Science,2010,36(3):13-16.
[4]吴 涛,刘伯权,邢国华,等.RC框架变梁变柱中节点抗裂性能试验[J].长安大学学报:自然科学版,2009,29(4):77-81. WU Tao, LIU Bo-quan, XING Guo-hua,et al.Crack Resistance Test of Interior Joints with Abrupt Reduction in Beam and Column Section in Reinforced Concrete Frame[J].Journal of Chang'an University:Nat-ural Science Edition,2009,29(4):77-81.

相似文献/References:

[1]田 力,胡国辉.汽车撞击下钢筋混凝土框架的动态响应与破坏模式研究[J].建筑科学与工程学报,2016,33(02):41.
　TIAN Li,HU Guo-hui.Study on Dynamic Response and Failure Modes of Reinforced Concrete Frame Under Vehicle Impact[J].Journal of Architecture and Civil Engineering,2016,33(02):41.
[2]吴方伯,李大禹,欧阳靖,等.不同连接方式下新型砌体填充墙框架结构的抗震性能[J].建筑科学与工程学报,2016,33(03):28.
　WU Fang-bo,LI Da-yu,OUYANG Jing,et al.Seismic Performance of New Masonry Infilled RC Frame with Different Types of Connections[J].Journal of Architecture and Civil Engineering,2016,33(02):28.
[3]周 媛,李付勇,王社良.钢筋混凝土框架抗连续倒塌的仿真分析[J].建筑科学与工程学报,2016,33(05):64.
　ZHOU Yuan,LI Fu-yong,WANG She-liang.Simulation Analysis of Progressive Collapse of Reinforced Concrete Frames[J].Journal of Architecture and Civil Engineering,2016,33(02):64.

备注/Memo

备注/Memo:
收稿日期:2011-03-04
作者简介:夏 倩(1982-),女,河南新乡人,工学博士研究生,E-mail:ice69pipiniu@163.com。
更新日期/Last Update: 2011-06-20