Estimation of seismic story drifts in RC frame structures subjected to severe earthquakes

被引:0
作者
Huang, Sheng-Nan [1 ]
Ma, Qian-Li [2 ]
Ye, Lie-Ping [2 ]
机构
[1] Civil and Environmental Engineering Institute, University of Science and Technology Beijing
[2] Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Department of Civil Engineering, Tsinghua University
来源
Gongcheng Lixue/Engineering Mechanics | 2014年 / 31卷 / 04期
关键词
Failure mode; Fiber model; Maximal story drift; Pushover analysis; RC frame;
D O I
10.6052/j.issn.1000-4750.2013.10.0959
中图分类号
学科分类号
摘要
Accurately predicting the maximum story drift of structures is the most important content of performance based aseismic design. However, a predicting method that is both simple and effective is currently lacked. In this work, aiming at the low storey reinforced concrete (RC) frames for which the first mode is predominant, a methodology is proposed to determine whether the structure will perform a global failure mode, by which the large dispersion in elasto-plastic analysis due to the soft-story failure mode is avoided. Then, based on a series of rational assumptions, the method to predict the maximum story drifts and the corresponding deviations of RC frames with global failure modes is proposed. The equations and analytical procedures are suggested. Finally, by comparing with the statistic results of elasto-plastic time-history analyses, the predictions using the proposed method agree well with the time-history results, both on average values and on deviations. Hence, the proposed method can be used to predict the maximum story drift of RC frames subjected to severe earthquakes.
引用
收藏
页码:69 / 75+101
相关论文
共 15 条
  • [1] GB 50011-2001, Code for seismic design of buildings, (2001)
  • [2] Krawinkler H., Seneviratna G.D.P.K., Pros and cons of a pushover analysis of seismic performance evaluation, Engineering Structures, 20, 4-6, pp. 452-464, (1998)
  • [3] Chopra A.K., Goel R.K., A modal pushover analysis procedure for estimating seismic demands for buildings, Earthquake Engineering and Structural Dynamics, 31, 3, pp. 561-582, (2002)
  • [4] Ye L.P., Lu X.Z., Ma Q.L., Et al., Study on the influence of post-yielding stiffness to the seismic response of building structures, Proceedings of the 14th World Conference on Earthquake Engineering
  • [5] Dooley L., Bracci J.M., Seismic evaluation of column-to-beam strength ratios in reinforced concrete frames, ACI Structural Journal, 98, 6, pp. 834-851, (2001)
  • [6] Ye L.P., Cheng G.Y., Lu X.Z., Feng P., Introduction of robustness for seismic structures, Building Structure, 38, 6, pp. 11-15, (2008)
  • [7] Dinh T.V., Ichinose T., Probabilistic estimation of seismic story drifts in reinforced concrete buildings, Journal of Structural Engineering, 131, 3, pp. 416-427, (2005)
  • [8] Ichinose T., Umeno T., Story shear safety factor to prevent story collapse in RC buildings, Proceedings of the 12th World Conference on Earthquake Engineering, (2000)
  • [9] Lu Y., Comparative study of seismic behavior of multistory reinforced concrete framed structures, Journal of Structural Engineering, 128, 2, pp. 169-178, (2002)
  • [10] Ma Q., Ye L., Lu X., Comparative evaluation of correctness between MPA and pushover analyses, Journal of South China University of Technology (Natural Science Edition), 36, 11, pp. 1-8, (2008)