[1]管民生,韩大建,杜宏彪,等.钢筋混凝土框架结构的抗震性能指标研究[J].深圳大学学报理工版,2011,28(No.3(189-282)):200-206.
 GUAN Min-sheng,HAN Da-jian,DU Hong-biao,et al.A new seismic performance index for reinforced concrete frame structures[J].Journal of Shenzhen University Science and Engineering,2011,28(No.3(189-282)):200-206.
点击复制

钢筋混凝土框架结构的抗震性能指标研究()
分享到:

《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第28卷
期数:
2011年No.3(189-282)
页码:
200-206
栏目:
土木建筑工程
出版日期:
2011-05-20

文章信息/Info

Title:
A new seismic performance index for reinforced concrete frame structures
文章编号:
1000-2618(2011)03-0200-07
作者:
管民生12 韩大建1 杜宏彪3 吴炎海2
1)华南理工大学土木与交通学院,广州 510640
2)广东工业大学土木与交通工程学院,广州 510006
3)深圳大学土木工程学院,深圳 518060
Author(s):
GUAN Min-sheng12 HAN Da-jian1 DU Hong-biao3and WU Yan-hai2
1)School of Civil and Transportation Engineering, South China University of Technology, Guangzhou 510640, P.R.China
2)School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, P.R.China
3)College of Civil Engineering, Shenzhen University, Shenzhen 518060, P.R.China
关键词:
结构工程抗震性能指标钢筋混凝土框架结构静力弹塑性分析动力时程分析
Keywords:
structural engineeringseismic performance indexreinforced concretestructural framespushover analysistime-history dynamic analysis
分类号:
TU 375
文献标志码:
A
摘要:
研究现有钢筋混凝土框架结构性能指标的不足.基于损伤力学理论和现有试验结果,提出一种新的结构抗震性能评价指标.对一个6层钢筋混凝土框架结构分别进行静力弹塑性分析及7度多遇地震和7度罕遇地震下的动力时程分析,并与Ghobarah性能指标进行比较.结果表明,在7度多遇地震下,两者相差8.9%;在7度罕遇地震下,差值扩大至14.2%.指出仅考虑结构初期地震响应的Ghobarah性能指标可能会低估实际结构的破坏情况.
Abstract:
Some existing seismic performance parameters were reviewed and analyzed.A new structural performance evaluation index was proposed on the basis of the concept of damage mechanics and existing experimental results,is proposed.A 6-story reinforced concrete frame structure subject to earthquake action of Grade 7 was analyzed by pushover analysis and time-history dynamic analysis.The proposed index is compared with Ghobarah performance index.The results show that there is a difference of 8.9% for frequently occurred Grade 7 earthquake and a difference of 14.2% for rarely occurred Grade 7 earthquake.Ghobarah index,which only considers initial seismic response of structures,may underestimate the actual structural damages.The proposed performance index can give a simple,reasonable and reliable assessment of the structural performance level under earthquakes actions.

参考文献/References:

[1] Ghobarah A.基于性能设计在地震工程的发展[J].工程结构,2001,23(8):878-888.(英文版)
[2] 日本地震工程协会.基于性能的抗震设计现状和研究课题[M].东京:鹿岛出版社,2006.(英文版)
[3] Wen Y K.可靠性和性能设计[J].结构安全,2001,23(4):407-428.(英文版)
[4] 李刚,程耿东.基于性能的抗震设计——理论、方法与应用[M].北京:科学出版社,2004.
[5] 史庆轩,门进杰,杨坤,等.钢筋混凝土框架结构基于性能的抗震设计指标[J].四川建筑科学研究,2007,33:78-81.

[6] 程斌,薛伟辰.基于性能的框架结构抗震设计研究[J].地震工程与工程振动,2003,23(4):50-55.
[7] 谢礼立.抗震性态设计和基于性态的抗震设防[M].大连:大连理工大学出版社,1999.
[8] 钱镓茹,吕文,方鄂华.基于位移延性的剪力墙抗震设计[J].建筑结构学报,1999,20(3):42-49.
[9] 季静,黄超,韩小雷,等.基于性能的设计方法在超限高层建筑结构设计中的应用研究[J].世界地震工程,2007,23(1):98-103.
[10] 杨克家,梁兴文,李波.带加强层的高层建筑结构性能水准的量化[J].工业建筑,2007,37(12):76-80,99.
[11] Yao J T P ,Munse W H.低碳钢的低周疲劳性能[J].ASCE结构分卷,1969,95(ST8):5-24.(英文版)
[12] Mizuhata K,Gyoten Y,Kitamura H.随机荷载下的框架结构低周疲劳性能研究[C]//第6届世界地震工程大会论文集.伊斯坦布尔(土耳其):地震研究协会,1981:3031-3036.(英文版)
[13] 刘伯权,白绍良,赖明.抗震结构的破坏准则评述及探讨[J].重庆建筑工程学院学报,1993,15(4):1-8,21.
[14] 屈成忠,谢礼立.基于性态的砌块砌体结构极限状态目标位移确定方法的研究[J].地震工程与工程振动,2003,23(2):18-25.
[15] Otani S,Cheung V W,Sozen M A,等.双向地震作用下钢筋混凝土柱的分析模型和力学特性[C]//第3届加拿大地震工程大会论文集.蒙特利尔(加拿大):加拿大自然资源研究协会,1979:1141-1168.(英文版)
[16] Sozen M A.基于转角的钢筋混凝土抗震设计[R].UCB/EERC-97/05,加利福尼亚(美国):地震工程研究中心,1997.(英文版)
[17] Ghobarah A,Abou-Elfath H,Biddah A.基于结构反应的损伤评估[J].地震工程与结构动力学,1999,28(1):79-104.(英文版)
[18] 余天庆,钱济成.损伤理论及其应用[M].北京:国防工业出版社,1993.
[19] 余寿文,冯西桥.损伤力学[M].北京:清华大学出版社,1997.
[20] 谢和平,鞠杨,董毓利.经典损伤定义中的“弹性模量法”探讨[J].力学与实践,1997,19(2):1-5.
[21] 刘伯权,徐云中,白绍良.钢筋混凝土柱在等幅对称位移循环加载下的低周疲劳性能[J].重庆建筑大学学报,1996,18(2):35-42.
[22] Khashaee P.基于损伤的结构设计[J].地震谱,2005,21(2):371-387 .(英文版)
[23] GB50011-2001.建筑抗震设计规范[S].
[24] 管民生,杜宏彪,姜晶,等.不同连梁形式联肢剪力墙的静力弹塑性分析[J].深圳大学学报理工版,2009,26(4):376-381.
[25] 缪志伟,叶列平.钢筋混凝土框架-联肢剪力墙结构的地震能量分布研究[J].工程力学,2010,27(2):130-140.




[1] Ghobarah A.Performance-based design in earthquake engineering:state of development[J].Engineering Structures,2001,23(8):878-888.
[2] Japan Earthquake Engineering Association.Performance-Based Durable Earthquake Design-present Situation and Topics[M].Tokyo:Kashima Press,2006.
[3] Wen Y K.Reliability and performance based design[J].Structural Safety,2001,23(4):407-428.
[4] LI Gang,CHENG Geng-dong.Performance-based Seismic Design-theory,Method and Application[M].Beijing:Science Press,2004.(in Chinese)
[5] SHI Qing-xuan,MEN Jin-jie,YANG Kun,et al.Performance-based seismic design index of reinforced concrete frame structure[J].Building Science Research of Sichuan,2007,33:78-81.(in Chinese)
[6] CHENG Bin,XUE Wei-chen.Studies on performance-based seismic design of frame structures[J].Earthquake Engineering and Engineering Vibration,2003,23(4):50-55.(in Chinese)
[7] XIE Li-li.Performance-based Seismic Design and Performance-based Seismic Fortification Level[M].Dalian:Dalian University of Technology Press,1999.(in Chinese)
[8] QIAN Jia-ru,LV Wen,FANG E-hua.Displacement ductility-based aseismic design for shear walls[J].Journal of Building Structures,1999,20(3):42-49.(in Chinese)
[9] JI Jing,HUANG Chao,HAN Xiao-lei,et al.Application and research of performance-based design method in tall buildings beyond the code-specification[J].World Earthquake Engineering,2007,23(1):98-103.(in Chinese)
[10] YANG Ke-jia,LIANG Xing-wen,LI Bo.Quantification of performance levels for high-rise structure with strengthened stories[J].Industrial Construction,2007,37(12):76-80,99.(in Chinese)
[11] Yao J T P,Munse W H.Low cycle axial fatigue behavior of mild steel[J].Journal of Structural Division,ASCE,1969,95(ST8):5-24.
[12] Mizuhata K,Gyoten Y,Kitamura H.Study on low cycle fatigue of structural frames due to randomly varying load[C]//Proceedings of 7th World Conference on Earthquake Engineering.Istanbul(Turkey):Earthquake Research Institute,1981:3031-3036.
[13] LIU Bo-quan,BAI Shao-liang,LAI Ming.A review and analysis of failure criteria for aseismic structures[J].Journal of Chongqing Institute of Architecture and Engineering,1993,15(4):1-8,21.(in Chinese)
[14] QU Cheng-zhong,XIE Li-li.Study on the method for determining target displacement of block masonry structures under near collapse performance level[J].Earthquake Engineering and Engineering Vibration,2003,23(2):18-25.(in Chinese)
[15] Otani S,Cheung V W,Sozen M A,et al.Behaviour and analytical models of reinforced concrete columns under biaxial earthquake load[C]//Proceedings of 3rd Canadian Conference on Earthquake Engineering.Montreal(Canada):Natural Resources of Canada,1979:1141-1168.
[16] Sozen M A.Drift-driven for earthquake resistance of reinforced concrete[R].UCB/EERC-97/05,California(America):Earthquake Engineering Research Center,1997.
[17] Ghobarah A,Abou-Elfath H,Biddah A.Response-based damage assessment of structures[J].Earthquake Engineering and Structural Dynamics,1999,28(1):79-104.
[18] YU Tian-qing,QIAN Ji-cheng.Damage Theory and Its Application[M].Beijing:National Defense Industry Press,1993.(in Chinese)
[19] YU Shou-wen,FENG Xi-qiao.Damage Mechanics[M].Beijing:Tsinghua University Press,1997.(in Chinese)
[20] XIE He-ping,JU Yang,DONG Yu-li.Discussion of “elastic modulus method” in classic damage definition[J].Mechanics and Practice,1997,9(2):1-5.(in Chinese)
[21] LIU Bo-quan,XU Yun-zhong,BAI Shao-liang.Low-cyclic fatigue behavior of reinforced concrete column subjected to symmetric displacement cycling[J].Journal of Chongqing Jianzhu University,1996,18(2):35-42.(in Chinese)
[22] Khashaee P.Damage-based seismic design of structures[J].Earthquake Spectra,2005,21(2):371-387.
[23] GB50011-2001.Code for Seismic Design of Structures[S].(in Chinese)
[24] GUAN Min-sheng,DU Hong-biao,JIANG Jing,et al.Pushover analysis on coupled shear wall with different patterns of coupling beam[J].Journal of Shenzhen University Science and Engineering,2009,26(4):376-381.(in Chinese)
[25] MIAO Zhi-wei,YE Lie-ping.Study on distribution of cumulative hysteretic energy in reinforced concrete frame-coupled shear wall[J].Engineering Mechanics,2010,27(2):130-140.(in Chinese)

相似文献/References:

[1]朱美春,刘建新,王清湘.钢骨-方钢管高强混凝土柱的轴压比限值[J].深圳大学学报理工版,2010,27(1):95.
 ZHU Mei-chun,LIU Jian-xin,and WANG Qing-xiang.Axial load limit for square steel tubes filled with steel-reinforced high-strength concrete[J].Journal of Shenzhen University Science and Engineering,2010,27(No.3(189-282)):95.
[2]周海俊,米红雨,谭也平.锈蚀-疲劳作用下的砼梁桥失效概率分析[J].深圳大学学报理工版,2010,27(1):109.
 ZHOU Hai-jun,MI Hong-yu,and TAN Ye-ping.Failure probability analysis of reinforced concrete bridges under coupled corrosion fatigue effects[J].Journal of Shenzhen University Science and Engineering,2010,27(No.3(189-282)):109.
[3]白音,石永久,王元清.火灾中网架结构受力分析与设计方法[J].深圳大学学报理工版,2011,28(No.2(095-188)):113.
 BAI Yin,SHI Yong-jiu,and WANG Yuan-qing.Mechanical properties analysis and design method for grid structures under fire conditions[J].Journal of Shenzhen University Science and Engineering,2011,28(No.3(189-282)):113.
[4]蔡健,林焕彬,侯磊,等.带约束拉杆矩形钢管混凝土短柱延性分析[J].深圳大学学报理工版,2011,28(No.3(189-282)):213.
 CAI Jian,LIN Huan-bin,HOU Lei,et al.Analysis of ductility of rectangular concrete-filled steel tube stub columns with binding bars subjected to eccentric loading[J].Journal of Shenzhen University Science and Engineering,2011,28(No.3(189-282)):213.
[5]方明霁,李国强,李一松.型钢混凝土中高剪力墙的抗震性能[J].深圳大学学报理工版,2012,29(No.1(001-094)):38.[doi:10.3724/SP.J.1249.2012.01038]
 FANG Ming-ji,LI Guo-qiang,and LI Yi-song.Seismic behavior of steel reinforced concrete mid-rise shear wall[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(189-282)):38.[doi:10.3724/SP.J.1249.2012.01038]
[6]蔡健,梁伟盛,林辉.方钢管混凝土柱抗剪性能试验研究[J].深圳大学学报理工版,2012,29(No.3(189-282)):189.[doi:10.3724/SP.J.1249.2012.03189]
 CAI Jian,LIANG Wei-sheng,et al.Experimental study on shear resistance performance of concrete filled square steel tubular columns[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(189-282)):189.[doi:10.3724/SP.J.1249.2012.03189]
[7]张成,吴慧,高博青,等.肋环型索穹顶结构的几何法施工及工程应用[J].深圳大学学报理工版,2012,29(No.3(189-282)):195.[doi:10.3724/SP.J.1249.2012.03195]
 ZHANG Cheng,WU Hui,GAO Bo-qing,et al.Geometry-based construction technique and application of Geiger type cable dome[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(189-282)):195.[doi:10.3724/SP.J.1249.2012.03195]
[8]陆金钰,李娜,范圣刚.面向几何坐标的张拉整体结构找形算法[J].深圳大学学报理工版,2012,29(No.3(189-282)):211.[doi:10.3724/SP.J.1249.2012.03211]
 LU Jin-yu,LI Na,and FAN Sheng-gang.Geometry-oriented form-finding method for tensegrity[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(189-282)):211.[doi:10.3724/SP.J.1249.2012.03211]
[9]傅学怡,徐娜.新型矩形钢管混凝土柱节点轴压传力机制研究[J].深圳大学学报理工版,2012,29(No.4(283-376)):283.[doi:10.3724/SP.J.1249.2012.04283]
 FU Xue-yi and XU Na.Research on axial compression force transmission mechanism of a new form of concrete-filled rectangular steel tube column joint[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(189-282)):283.[doi:10.3724/SP.J.1249.2012.04283]
[10]姚永红,武振宇.畸变缺陷对冷弯薄壁型钢柱力学性能的影响[J].深圳大学学报理工版,2012,29(No.5(377-470)):421.[doi:10.3724/SP.J.1249.2012.05421]
 YAO Yong-hong and WU Zhen-yu.Effects of distortional imperfections on mechanical properties of cold-formed thin-walled steel columns[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(189-282)):421.[doi:10.3724/SP.J.1249.2012.05421]

备注/Memo

备注/Memo:
收稿日期:2010-10-28;修回日期:2011-01-15
基金项目:深圳市土木工程耐久性重点实验室资助项目(SZDCCE09-01)
作者简介:管民生(1979-),男(汉族),湖北省黄冈市人,华南理工大学博士研究生.E-mail:msguan@gdut.edu.cn
通讯作者:韩大建(1940-),女(汉族),华南理工大学教授、博士生导师.E-mail:djhan@scut.edu.cn
更新日期/Last Update: 2011-05-22