Page 174 - Advanced Design Examples of Seismic Retrofit of Structures
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166   Advanced Design Examples of Seismic Retrofit of Structures











                                                                                Honarbakhsh.)




                                                                                T.
                                                                                by
                                                                                taken

                                                                                (Photos

                                                                                tests).

                                                                                bond
                                                                                and
                                                                                insertion,


                                                                                bolts
                                                                                (drilling,


                                                                                plates

                                                                                steel
                                                                                by
                                                                                P4
                                                                                and
                                                                                P3
                                                                                walls
                                                                                shear
                                                                                Retrofitting




                                                                                3.27
                                                                                FIG.
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