[1]王莹,王若竹,李兆霞.罕遇地震下钢混组合结构损伤时变特性[J].东南大学学报(自然科学版),2017,47(4):766-775.[doi:10.3969/j.issn.1001-0505.2017.04.022]
 Wang Ying,Wang Ruozhu,Li Zhaoxia.Time-dependent damage characteristics of steel-concrete composite structures under rarely occurred earthquake[J].Journal of Southeast University (Natural Science Edition),2017,47(4):766-775.[doi:10.3969/j.issn.1001-0505.2017.04.022]
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罕遇地震下钢混组合结构损伤时变特性()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
47
期数:
2017年第4期
页码:
766-775
栏目:
数学、物理学、力学
出版日期:
2017-07-20

文章信息/Info

Title:
Time-dependent damage characteristics of steel-concrete composite structures under rarely occurred earthquake
作者:
王莹1王若竹2李兆霞1
1东南大学江苏省工程力学分析重点实验室, 南京 210096; 2常州市机关事务管理局, 常州 213001
Author(s):
Wang Ying1 Wang Ruozhu2 Li Zhaoxia1
1Jiangsu Key Laboratory of Engineering Mechanics, Southeast University, Nanjing 210096, China
2Changzhou District Government Offices Administration, Changzhou 213001, China
关键词:
钢混凝土组合结构 时变损伤 时变特性 动力弹塑性时程分析
Keywords:
steel-concrete composite structure time-dependent damage time-dependent characteristics dynamic elastic-plastic time-history analysis
分类号:
O346.1
DOI:
10.3969/j.issn.1001-0505.2017.04.022
摘要:
面向复杂钢混组合结构,依据动力弹塑性时程分析法获得罕遇地震下结构的动力响应,分别利用基于整体法和加权组合法的地震损伤时变模型,研究了罕遇地震下结构的损伤时变特性.考虑到结构刚度和阻尼等参数在计算时必须为常量,而在整个服役期间又具有变量特征,因此将其作为拟变量处理.通过研究一典型钢混组合算例发现:罕遇地震下结构损伤值呈现显著的时变特性,甚至可能超出相应性能限值;刚度变化会引起抗侧向力能力和地震传导能力的改变,使得时变损伤值呈现波动性,其中前者占主导作用.地震作用越大,地震传导能力变化对损伤影响越大,导致时变损伤值波动越显著,结构振动形态也发生显著变化.通过对比服役期内结构时变损伤与不考虑材料时变特性的设计值的差异可以发现,材料的时变特性对于抗震设计和评估的准确性有重要影响.
Abstract:
For steel-concrete composite structure, the dynamic elastic-plastic time history analysis method is utilized to obtain the structural dynamic response under the rarely occurred earthquake. The seismic damage time-dependent model, which integrates global method and weighting combination method, respectively, is utilized to study the structural damage time-dependent characteristics under the rarely occurred earthquake. Considering that the parameters such as the stiffness and the damping are constants in the calculation but have the variable characteristics in the whole service period, they are treated as pseudo variables. A typical steel-concrete composite sample is studied. The results show that the damage has significantly time-dependent characteristics under rare earthquake and maybe exceeds the performance limits specified in the code. The stiffness change can cause the changes of lateral resistance force and earthquake conduction ability, thus leading to the significant fluctuations of the time-dependent damage. The influence of lateral resistance force on damage plays a dominant role. The more severe the earthquake, the greater the effect of earthquake conduction ability on damage. This can lead to more significant fluctuation of damage and vibration shapes. Comparing the time-dependent damage values and the design values without considering material time-dependent characteristics, it can be found that the material time-dependent characteristics have an important effect on the accuracy of the seismic design and evaluation.

参考文献/References:

[1] 赵慧玲, 叶志明. 钢-混凝土组合结构抗震性能研究进展[J]. 力学与实践, 2014, 36(1): 1-8.DOI:10.6052/1000-0879-13-104.
Zhao Huiling, Ye Zhiming. Progress in seismic behavior of the composite steel-concrete structures[J]. Mechanics in Engineering, 2014, 36(1): 1-8. DOI:10.6052/1000-0879-13-104. (in Chinese)
[2] 杨晓巍, 李小琴, 赖靖宁, 等. 钢-混凝土组合结构界面受力行为初探[J]. 四川建筑, 36(4): 159-161, 165. DOI:10.3969/j.issn.1007-8983.2016.04.058.
Yang Xiaowei, Li Xiaoqin, Lai Jingning, et al. Preliminary study of interface stress behavior of steel-concrete composite structure[J]. Sichuan Architecture, 36(4): 159-161, 165. DOI:10.3969/j.issn.1007-8983.2016.04.058. (in Chinese)
[3] 马辉. 型钢再生混凝土柱抗震性能及设计计算方法研究[D]. 西安: 西安建筑科技大学土木工程学院,2013
[4] 杨怡亭, 侯兆新, 李国强, 等. 高强型钢混凝土组合柱小偏心受压力学性能[J]. 哈尔滨工业大学学报, 2016, 48(6): 132-137. DOI:10.11918/j.issn.0367-6234.2016.06.021.
Yang Yiting, Hou Zhaoxin, Li Guoqiang, et al. Mechanical properties of high strength steel reinforced concrete columns under small eccentric load[J]. Journal of Harbin Institute of Technology, 2016,48(6): 132-137. DOI:10.11918/j.issn.0367-6234.2016.06.021. (in Chinese)
[5] 李晓蕾, 卢俊龙, 张超. RC短肢剪力墙地震损伤特征与模型研究[J]. 地震工程与工程振动, 2016,36(3): 68-75. DOI:10.13197/j.eeev.2016.03.67.lixl.009.
Li Xiaolei, Lu Junlong, Zhang Chao. Damage characteristics and seismic damage model of RC short-pier shear wall[J]. Earthquake Engineering and Engineering Dynamics, 2016, 36(3): 68-75. DOI:10.13197/j.eeev.2016.03.67.lixl.009. (in Chinese)
[6] 侯丕吉. 型钢高强高性能混凝土框架柱地震损伤模型研究[D]. 西安:西安建筑科技大学土木工程学院, 2009.
[7] Park Y J, Ang A H S, Wen Y K. Seismic damage analysis of reinforced concrete buildings[J]. Journal of Structural Engineering, ASCE, 1985, 111(4): 740-757. DOI:10.1061/(asce)0733-9445(1985)111:4(740).
[8] 欧进萍, 牛荻涛. 地震地面运动随机过程模型的参数及其结构效应[J]. 哈尔滨建筑工程学院学报, 1990, 23(2): 24-34.
  Ou Jinping, Niu Ditao. Parameters in the random process models of earthquake ground motion and their effects on the response of structures[J]. Journal of Harbin University of Civil Engineering and Architecture, 1990, 23(2): 24-34.(in Chinese)
[9] 杜修力, 欧进萍. 建筑结构地震破坏评估模型[J]. 世界地震工程, 1991,7(3): 52-58.
  Du Xiuli, Ou Jinping. Earthquake damage assessment model of construction structure [J]. World Earthquake Engineering, 1991, 7(3): 52-58.(in Chinese)
[10] 蒋欢军, 朱剑眉, 陈前. 超高层钢-混凝土混合结构地震损伤模型研究[J]. 振动与冲击,2014, 33(4): 77-83. DOI:10.3969/j.issn.1000-3835.2014.04.015.
Jiang Huanjun, Zhu Jianmei, Chen Qian. Seismic damage model for steel-concrete composite structure of ultra-tall buildings [J]. Journal of Vibration and Shock, 2014, 33(4): 77-83. DOI:10.3969/j.issn.1000-3835.2014.04.015. (in Chinese)
[11] 钟文, 潘坚文. 堆石混凝土抗压强度影响因素细观分析[J]. 水力发电学报, 2016, 35(5): 15-22. DOI:10.11660/slfdxb.20160502.
Zhong Wen, Pan Jianwen. Meso-scale analysis of influence factors on compressive strength of rock-filled concrete using particle-based discrete element method[J]. Journal of Hydroelectric Engineering, 2016, 35(5): 15-22. DOI:10.11660/slfdxb.20160502. (in Chinese)
[12] 高向玲, 颜迎迎, 李杰. 一般大气环境下混凝土经时抗压强度的变化规律[J]. 土木工程学报, 2015, 48(1): 19-26.
  Gao Xiangling, Yan Yingying, Li Jie. Change law of time-dependent concrete compressive strength in the atmospheric environment [J]. China Civil Engineering Journal, 2015, 48(1): 19-26.(in Chinese)
[13] 朱彦鹏. 混凝土结构设计原理[M]. 重庆:重庆大学出版社, 2002: 11-22.
[14] 黄志华, 吕西林, 周颖, 等. 高层混合结构地震整体损伤指标研究[J]. 同济大学学报(自然科学版), 2010, 38(2): 170-177. DOI:10.3969/j.issn.0253-374x.2010.02.004.
Huang Zhihua, Lü Xilin, Zhou Ying, et al. Studies on global seismic damage indices of high-rise hybrid structures[J]. Journal of Tongji University(Natural Science), 2010, 38(2): 170-177. DOI:10.3969/j.issn.0253-374x.2010.02.004. (in Chinese)
[15] Banon H, Irvine H M, Biggs J M. Seismic damage in reinforced concrete frames[J]. Journal of the Structural Division, 1981, 107(9): 1713-1729.
[16] Scott B D, Park R, Priestley M J N. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates[J]. ACI Journal,1982, 79(2): 13-27.
[17] Gomes A, Appleton J. Nonlinear cyclic stress-strain relationship of reinforcing bars including buckling[J].Engineering Structures, 1997, 19(10): 822-826. DOI:10.1016/s0141-0296(97)00166-1.

备注/Memo

备注/Memo:
收稿日期: 2016-11-15.
作者简介: 王莹(1980—),女,博士,副教授; 李兆霞(联系人),女,博士,教授,博士生导师,zhxli@seu.edu.cn.
基金项目: 国家自然科学基金资助项目(51678135,51008069,11072060)、中央高校基本科研业务费专项资金资助项目.
引用本文: 王莹,王若竹,李兆霞.罕遇地震下钢混组合结构损伤时变特性[J].东南大学学报(自然科学版),2017,47(4):766-775. DOI:10.3969/j.issn.1001-0505.2017.04.022.
更新日期/Last Update: 2017-07-20