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Linear static response optimization is carried out with the ESLs.
The idealized static response is validated by experimental results of 12 beam-slab sub-assemblage tests.
Both experimental and theoretical results are presented for the static response of a thin, delaminated beam.
Then, the dynamic response is expressed as the static response multiplied by peak response factor (PRF).
The control forces for the linear static response optimization are considered as design variables.
The design is updated from the results of linear static response optimization using ESLs.
The model is based on two independent parameters: the characteristic length and the static response threshold.
The static response of the structure is computed by using the nonlinear large displacement model.
The influence of various parameters on the static response is discussed.
Then the same response from nonlinear dynamic analysis can be considered throughout linear static response optimization.
Structural static response is computed using complete nonlinear large displacement model.
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