Seismic behavior of the weak-shear braced frame

@inproceedings{Genshu2009SeismicBO,
  title={Seismic behavior of the weak-shear braced frame},
  author={Tong Gen-shu},
  year={2009}
}
There may exist deficiencies in current codes for strong-shear braced frame designed by amplifying design force of braces artificially.The weakshear brace design was thereby developed to solve the problem.The nonlinear elastic-plastic time-history responses of the two types of frames under 10 earthquake records were analyzed by using finite element analysis(FEA) method.Results show that columns in strong-shear braced frames will buckle in a non-sway mode before yielding of the braces,and then… CONTINUE READING

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