Page 512 - Advanced Design Examples of Seismic Retrofit of Structures
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Examples of Nonengineered Buildings Chapter  6 455


             vulnerability of the retrofitted adobe building is comparable with higher-quality
             steel and reinforced concrete (RC) building noted by class number (2), (3), (4).
             Descriptions about seismic intensities, MMI against which the vulnerability
             functions of buildings are plotted in part B of this figure, are found in Table 6.9.



               TABLE 6.9 The Modified Mercalli Intensity Scale [41]
               Level   Description
               I       Not felt except by a very few under favorable circumstances
               II      Felt only by a few persons at rest, especially on the upper floors of buildings.
                       Suspended objects may swing
               III     Felt quite noticeably indoors, especially on upper floors of office buildings,
                       but not necessarily recognized as an earthquake. Standing cars may rock
                       slightly. Vibration similar to that of a passing truck
               IV      If during the day, felt indoors by many, outdoors by few. If at night, few
                       awakened. Dishes, windows, and doors rattle, walls creak. A sensation such
                       as a heavy truck striking the building. Standing cars rock noticeably
               V       Felt by nearly everyone, many awakened. Some dishes and windows broken,
                       some plaster cracked, unstable objects overturned. Disturbance to trees,
                       poles, and other tall objects. Pendulum clocks may stop
               VI      Felt by all; many people run outdoors. Fallen plaster, minor chimney damage.
                       Movement of moderately heavy furniture
               VII     Everyone runs outdoors. Damage negligible in buildings of good design and
                       construction; slight to moderate in well-built ordinary structures;
                       considerable in poorly built or badly designed structures. Some chimneys
                       broken. Noticed by persons driving cars
               VIII    Damage light in specially designed structures; considerable in ordinary
                       substantial buildings. Panel walls thrown out of frame structures. Chimneys,
                       factory stacks, monuments, walls, and columns fall. Heavy furniture
                       overturned and damaged. Changes in well water. Sand and mud ejected in
                       small amounts. Persons driving in cars are disturbed
               IX      Damage considerable in specially designed structures; well-designed frame
                       structures thrown out of plumb; great damage in substantial buildings, which
                       suffer partial collapse. Buildings shifted off foundations, ground noticeably
                       cracked, underground pipes broken
               X       Some well-built wooden structures destroyed, most masonry structures
                       destroyed, foundations ruined, ground badly cracked. Rails bent.
                       Considerable land-slides from steep slopes and river banks. Water splashed
                       over banks. Shifted sand and mud
               XI      Few, if any, masonry structures remain standing. Bridges destroyed. Broad
                       fissures in ground. Under-ground pipes out of service. Earth slumps and land
                       slips in soft ground. Rails bent greatly
               XII     Total damage. Waves are seen on ground surface. Lines of sight and level are
                       distorted. Objects thrown into the air
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