Page 456 - Advanced Design Examples of Seismic Retrofit of Structures
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402   Advanced Design Examples of Seismic Retrofit of Structures


                                                               Vertical corner crack
             Cross cracks at corners







             Local section instability                        Horizontal upper-wall crack


                             Damage at openings
                                            Diagonal corner crack

                                                               Gable-end wall collapse






                   Damage at intersection of
                    perpendicular walls
            FIG. 6.7 Typical failure typologies observed in historic adobe buildings after the Northridge
            earthquake [27]. (Permission from Getty Adobe.)
            (b) the geometrical characteristics of the structure, that is, the configuration of
            the adobe walls, roof, floors, openings, and foundation; (c) the existence and
            effectiveness of seismic retrofit measures; and (d) the condition of the building
            at the time of the earthquake [26].
               Geometry plays an important role in determination of seismic response of
            adobe buildings. For example, thin adobe walls with a high slenderness
            (height-to-thickness) ratio will perform differently than a thick wall with a small
            slenderness ratio. A freestanding adobe wall will show different response char-
            acteristics compared to that in a wall buttressed by perpendicular walls. The
            existence of openings greatly changes the adobe walls failure patterns compared
            to that in a corresponding solid wall.
               In many cases, previously installed seismic retrofit measures have a positive
            effect on the seismic performance of an adobe building. Bond beams, buttresses,
            tie-rods, and other structural elements that add resilience and/or continuity to a
            structural system are beneficial. Roof and mid-height flooring/ceiling systems
            can significantly affect the overall performance. Good connections between
            adobe walls and the roof and floor can greatly improve the seismic performance
            by providing integrity. Negative effects can also result from seismic retrofit mea-
            sures by creating stress concentrations leading to other types of damage [26].
               The condition of a building at the time of an earthquake plays a significant
            role in its performance. Preexisting cracks, perhaps resulting from previous
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