Journal of South China University of Technology(Natural Science Edition) ›› 2018, Vol. 46 ›› Issue (9): 43-50.doi: 10.3969/j.issn.1000-565X.2018.09.007

• Architecture & Civil Engineering • Previous Articles     Next Articles

A DDBD Seismic Design Method Based Double Substitute Structures

JIAN Bin MING Yanghua LEI Chaoyi TANG Tiantian   

  1.  School of Civil Engineering / /Key Laboratory of Urban Construction and New Technology of Ministry of Education, Chongqing University
  • Received:2017-08-22 Revised:2018-06-13 Online:2018-09-25 Published:2018-08-01
  • Contact: 简斌( 1967-) ,男,博士,教授,主要从事混凝土及预应力混凝土结构研究 E-mail:jianbin0215@163.com
  • About author:简斌( 1967-) ,男,博士,教授,主要从事混凝土及预应力混凝土结构研究
  • Supported by:
    National Natural Science Foundation of China

Abstract: A new concept of“double substitute structure”was established, combining the new concept with the basic iterative process, a new direct displacement based seismic design method considering global reliability was proposed.This new iterative design method use“relative reliability theory”to determine the displacement target corresponding to the given performance objectives, and transform the displacement target into corresponding base shear target precisely by“double substitute structure”, then calculate the exact designing base shear force to finish the iterative seismic design process by introducing a correction factor. The calculation examples showed that the new direct displacement based seismic design method can accurately control the displacement response of structure in the sense of global reliability.

Key words: seismic design, displacement, double substitute structures, reliability, iterative design

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