Photos by Eduardo Fierro.
 |
 |
 |
||
| Fig. 1. Broken window at top. | Fig .2. Minor damage to infill at lower right. | Fig. 3. Concrete collapse in foreground. | ||
 |
 |
 |
||
| Fig. 4. No sign of damage in unreinforced masonry. | Fig. 5. No sign of damage in masonry 5-story building, even though pounding evident with lower building on right. | Fig. 6. 2-story corner building with minor damage to infill. Buildings on either side collapsed. Note additional wood structures still standing at left. | ||
 |
 |
 |
||
| Fig. 7. 2-story corner building: view showing collapsed structure on right. | Fig. 8. Concrete and masonry construction: open front at street with cantilever over sidewalk and no apparent damage. | Fig. 9. Construction site showing very light reinforcing for concrete column. | ||
 |
 |
 |
||
| Fig. 10. Concrete shear cores at both left and right. Building appeared undamaged except for cosmetic damage to architectural cladding beneath the windows. | Fig. 11. Street scene where most buildings appear to be standing. | Fig. 12. Two examples with small columns out to edge of sidewalk and recessed infill wall with openings. No damage even though structure in the middle collapsed. | ||
 |
 |
 |
||
| Fig. 13. No damage in unfinished 1-story confined masonry building. Close column spacing and bars for 2nd story very light with widely spaced, open hoops. | Fig. 14. 2-story confined masonry corner building with cantilevers along both street fronts. Minor damage to infill at left. HVAC equipment and antennae on roof appear intact. | Fig. 15. Minor damage in vintage corner building and no sign of damage in 4-story unfinished confined masonry building with recessed wall at base. | ||
 |
 |
 |
||
| Fig. 16. No sign of damage in 2-story building open at first floor. Concrete utility pole at right. | Fig. 17. Canopy at gas station: no sign of damage. | Fig. 18. No sign of structural damage in communications tower. |
