[1]郑睿,于虹.钢筋混凝土建筑结构的抗震性能分析与实验[J].华侨大学学报(自然科学版),2017,38(1):45-48.[doi:10.11830/ISSN.1000-5013.201701008]
 ZHENG Rui,YU Hong.Seismic Performance Analysis and Experimental Study ofReinforced Concrete Building Structure[J].Journal of Huaqiao University(Natural Science),2017,38(1):45-48.[doi:10.11830/ISSN.1000-5013.201701008]
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钢筋混凝土建筑结构的抗震性能分析与实验()
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《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第38卷
期数:
2017年第1期
页码:
45-48
栏目:
出版日期:
2017-01-09

文章信息/Info

Title:
Seismic Performance Analysis and Experimental Study ofReinforced Concrete Building Structure
文章编号:
1000-5013(2017)01-0045-04
作者:
郑睿1 于虹2
1. 长江工程职业技术学院 土木工程系, 湖北 武汉 430212;2. 华中科技大学 土木工程与力学学院, 湖北 武汉 430074
Author(s):
ZHENG Rui1 YU Hong2
1. Department of Civil Engineering, Chang Jiang Institute of Technology, Wuhan 430212, China; 2. School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China
关键词:
建筑结构 抗震性能 位移分析 角位移分析 Pushover分析法
Keywords:
building structure seismic performance displacement analysis angular displacement analysis Pushover analysis
分类号:
TU317
DOI:
10.11830/ISSN.1000-5013.201701008
文献标志码:
A
摘要:
针对钢筋混凝土建筑结构展开了抗震性能研究,提出一种高适应性的Pushover分析方法.在传统Pushover方法基础上,充分考虑高阶振型和结构刚度蜕变的影响,通过补充设计提升抗震性能分析的适应性.为了有效应对地震中的不确定性,配置了3种载荷.实验结果表明:对于钢筋混凝土结构,在倒三角载荷、抛物线载荷及分层分布载荷下,可以从位移、角位移方面给出稳定的抗震性能分析.
Abstract:
The high adaptable Pushover analysis method is proposed to study the seismic behavior of reinforced concrete structures. This method is based on the traditional Pushover method, considering the effect of stiffness degradation and high order vibration modes, the seismic performance analysis of adaptability is improved by additional design. In order to effectively deal with the uncertainty in the earthquake, three kinds of load are distributed. The experimental results show that the seismic behavior of reinforced concrete structures can be analyzed according to the displacement and angular displacement under the inverted triangular load, the parabolic load and the stratified distribution load.

参考文献/References:

[1] BLACK G,DAVIDSON R A,PEI S,et al.Empirical loss analysis to support definition of seismic performance objectives for woodframe buildings[J].Structural Safety,2010,32(3):209-219.
[2] 王曙光,陆伟东,刘伟庆,等.昆明新国际机场航站楼基础隔震设计及抗震性能分析[J].振动与冲击,2011,30(11):260-265.
[3] HAMID N H,MANDER J B.A comparative seismic performance between precast hollow core walls and conventional walls using incremental dynamic analysis[J].Arabian Journal for Science and Engineering,2012,37(7):1801-1815.
[4] 季静,陈学伟,何慧贤,等.基于概率和位移的框支剪力墙结构抗震性能评估方法[J].地震工程与工程振动,2009,29(6):108-114.
[5] 董云菲.考虑支座非载荷初始位移的超长复杂隔震结构抗震性能分析[D].兰州:兰州理工大学,2014:21-25.
[6] PAN Jiawen,YU Xi,FAN Jin.Ssismic performance assessment of arch dams using incremental nonlinear dynamic analysis[J].European Journal of Environmental and Civil Engineering,2015,19(3):305-326.
[7] JEHEL P,LEGER P,LBRAHIMDEGOVIC A.Initial versus tangent stiffness-based rayleigh damping in inelastic time history seismic analyses[J].Earthquake Engineering and Structural Dynamics,2014,43(3):467-484.
[8] VAMVATSIKOS D.stimating seismic performance uncertainty using IDA with progressive acelerogram-wise latin hypercube sampling[J].Journal of Structural Engineering,2014,140(8):657-670.
[9] 王瑜,陈震.建筑造型理论下景观构筑物的结构隐形作用[J].华侨大学学报(自然科学版),2015,36(1):97-102.
[10] 袁成,李景叶,陈小宏.基于概率统计的地震岩相识别不确定性定量评价方法[J].地球物理学报,2015,58(10):3825-3826.

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备注/Memo

备注/Memo:
收稿日期: 2016-11-25
通信作者: 郑睿(1974-),男,高级工程师,主要从事建筑结构与施工技术的研究.E-mail:1691289966@qq.com.
基金项目: 国家自然科学基金资助项目(51078166); 中国高等职业技术教育研究会资助项目(GZYLX201500)
更新日期/Last Update: 2017-01-20