[1]郭子雄,刘阳,杨勇.框架柱试验结果的震害指数计算模型比较[J].华侨大学学报(自然科学版),2005,26(2):145-148.[doi:10.3969/j.issn.1000-5013.2005.02.009]
　Guo Zixiong,Liu Yang,Yang Yong.A Comparative Study on Seismic Damage Index Based on Test Results[J].Journal of Huaqiao University(Natural Science),2005,26(2):145-148.[doi:10.3969/j.issn.1000-5013.2005.02.009]
点击复制

框架柱试验结果的震害指数计算模型比较()
分享到：

《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第26卷
期数:
2005年第2期
页码:
145-148
栏目:
出版日期:
2005-04-20

文章信息/Info

Title:
A Comparative Study on Seismic Damage Index Based on Test Results
文章编号:
1000-5013(2005)02-0145-04
作者:
郭子雄; 刘阳; 杨勇
华侨大学土木工程学院; 华侨大学土木工程学院 福建泉州362021; 福建泉州362021; 福建泉州362021
Author(s):
Guo Zixiong;  Liu Yang;  Yang Yong
College of Civil Engineering, Huaqiao University, 362021, Quanzhou, China
关键词:
震害指数;  框架柱;  试验结果;  累积损伤;  比较研究
Keywords:
seismic damage index;  frame column;  test results;  accumulative damage;  comparative
分类号:
TU375.401
DOI:
10.3969/j.issn.1000-5013.2005.02.009
文献标志码:
A
摘要:
基于钢筋混凝土框架柱试验研究结果和恢复力模型,对国际上较常用的3个震害指数计算模型进行计算.通过对3个不同轴压比框架柱试件基于不同震害指数模型计算结果的比较,分析所选用震害指数模型在评估钢筋混凝土构件破坏状态方面存在的优缺点.在此基础,提出震害指数研究的发展方向和建议.
Abstract:
The damage indices of three cyclic loading reinforced concrete column specimens were calculated according to three known seismic damage index models, which were based on accumulative damage, deformation-energy and structural stiffness, respectively. Based on the calculation results, test data and damage characteristics in the test process. the validity of these damage index models on evaluation of damage degree of RC columns under seismic loading were analyzed and compared. The existing problems on the research of seismic damage index and some suggestions for the future research were brought forward finally.

参考文献/References:

[1] 郭子雄, 吕西林. 高轴压比框架柱恢复力模型试验研究 [J]. 土木工程学报, 2004(5):32-38.doi:10.3321/j.issn:1000-131X.2004.05.005.
[2] 郭子雄, 刘阳, 杨勇. 结构震害指数研究评述 [J]. 地震工程与工程振动, 2004(5):56-61.doi:10.3969/j.issn.1000-1301.2004.05.011.
[3] Wang M L, Shah S P. Reinforced concrete hysteresis model based on the damage concept [J]. Earthquake Engineering & Structural Dynamics, 1987(8):993-1003.
[4] Park Y J, Ang A H-S. Mechanisric seismic damage model for reinforced concrete [J]. Journal of Structural Engineering, 1985(4):722-739.doi:10.1061/(ASCE)0733-9445(1985)111:4(722).
[5] Roufaiel M S L, Meyer C. Analytical modeling of hysteretic behaviour of R/C frames [J]. Journal of Structural Engineering, 1987(3):429-444.doi:10.1061/(ASCE)0733-9445(1987)113:3(429).

相似文献/References:

[1]王全凤,施士升.50米以上高层建筑在地震荷载下剪力墙数量的确定[J].华侨大学学报(自然科学版),1982,3(1 ):96.[doi:10.11830/ISSN.1000-5013.1982.01.0096]
[2]王全凤.框架结点转动的差分解[J].华侨大学学报(自然科学版),1987,8(2):171.[doi:10.11830/ISSN.1000-5013.1987.02.0171]
　Wang Quanfeng.Calculating the Rotation of certain Joints of Frame by Difference Method[J].Journal of Huaqiao University(Natural Science),1987,8(2):171.[doi:10.11830/ISSN.1000-5013.1987.02.0171]
[3]郭子雄,吕西林.高轴压比框架柱抗震性能试验研究[J].华侨大学学报(自然科学版),1999,20(3):258.[doi:10.11830/ISSN.1000-5013.1999.03.0258]
　Guo Zixiong,Lu Xilin.Antiseismic Performance Test of RC Framed Column with High Axial Compression Ratio[J].Journal of Huaqiao University(Natural Science),1999,20(2):258.[doi:10.11830/ISSN.1000-5013.1999.03.0258]

备注/Memo

备注/Memo:
国家自然科学基金资助项目(50478120); 福建省自然科学基金资助项目(E0410024)
更新日期/Last Update: 2014-03-23