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A Joint Publication of NCSEA | CASE | SEI
SPECIAL SECTION
STEEL PRODUCTS
STRUCTURE
March 2015 Seismic
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® A Joint Publication of NCSEA | CASE | SE
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(a) Figure 1. (a) Movement of tanks, (b) Close up
Figure 2. Damage to fermentation tanks. Examples
walls at the top courses occurred during the Maul
were examined after the earthquake were used as e
STRUCTURAL DESIGN design issues for structural e
Figure 3. Soil liquefaction at Cherrapunji cemete
to surface waves, which tend to be more destructi
Figure 7. Building seismic base isolators. Courte
In the same correspondence, Rousseau sug- gests t
STRUCTURAL FAILURES investigating failures, alon
Figure 2. Damaged URM building. Hist
Figure 4. Toppled wine barrels. about the hazard
Figure 6. Residential cripple wall failure. the e
“ Analysis and desig� are par� of my ever�
sustained significantly higher accelerations than
Figure 2. Comparison of response spectra for rock
Liquefaction Mitigation New Construction and Reme
Figure 4. Typical confined masonry construction i
Table 2. Structural dynamic analyses. Varying par
along the first story walls are also shown on Tab
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Figure 3. Lift off testing at cable ends. was th
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Roof beams poured independently from the slab. an
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