Martinez-Rueda, J.E. and Cabrera Garcia, Y. (2004) Required strength and stiffness of dissipative bracing systems for the passive control of framed structures located on soft soil In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, Canada, 1-6 August, 2004.Full text not available from this repository.
This article introduces design rules to estimate the required strength and stiffness of dissipative bracing used for the seismic design or redesign of framed structures. These rules are calibrated by a parametric study on the inelastic response of SDOF systems under the action of scaled accelerograms recorded on soft soil. The proposed rules are sensitive to both the period and the seismic coefficient of the frame where the dissipative bracing is installed, and can be used for the preliminary design of dissipative bracing to impose a passive control on the ductility demand of framed structures.
|Item Type:||Contribution to conference proceedings in the public domain ( Full Paper)|
|Additional Information:||Proceedings available on CD|
|Subjects:||H000 Engineering > H200 Civil Engineering > H210 Structural Engineering
H000 Engineering > H200 Civil Engineering
|Faculties:||Faculty of Science and Engineering > School of Environment and Technology > Ground water and structural engineering
Faculty of Science and Engineering > School of Environment and Technology
|Depositing User:||editor environment|
|Date Deposited:||11 Mar 2010|
|Last Modified:||21 May 2013 16:02|
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