DYNAMIC PROPERTIES AND TIME RESPONSE OF FRAMEWORKS WITH SEMI-RIGID AND ECCENTRIC

@inproceedings{Gopevi2011DYNAMICPA,
  title={DYNAMIC PROPERTIES AND TIME RESPONSE OF FRAMEWORKS WITH SEMI-RIGID AND ECCENTRIC},
  author={{\vS}piro Gop{\vc}evi{\'c} and Stanko Br{\vc}i{\'c} and Ljiljana Žugi{\'c}},
  year={2011}
}
The paper is considering effects of the semi-rigid and eccentric joint connections of framework structures upon its dynamic properties and the time response due to an earthquake action. The corresponding numerical method representing the linear structural behaviour is developed. Semi-rigid connections at beam ends are presented by the rotational springs at beam's ends, with linear moment-rotation relationship. Eccentricity of joint connections is presented by the corresponding short infinitely… CONTINUE READING

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