Page 299 - Advanced Design Examples of Seismic Retrofit of Structures
P. 299

Example of a Steel Frame Building Retrofitted Chapter
                                    EPY  ENY  Under  Ratio  Drift  Ratio  Drift  (%)  (%)  ENX  Under  1.2×Mean Maximum 1.2×Mean Maximum 1.2×Mean  1.0  1.5  0.8  1.0  0.7  5.5  3.0  3.2  1.6  2.3  1.9  3.9  5 289
                                    Under  (%)  1.1  0.8  1.6


                                    Ratio

                                Ratio  Drift  Maximum  1.4  5.7  2.9

                                Drift

                                Mean  EPX  1.2×Mean

                                and  Under  (%)  1.5  3.1  1.9
                                Maximum  Ratio  Drift  Maximum




                                5.5         building  1.0  3.2  building  3.9
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