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. 2016 Sep 2;46(4):537–559. doi: 10.1002/eqe.2802

Table 3.

x‐component of the maximum drift above output node 2 in meters; μ = 0.08; corresponding to the Newmark response function.

Story Bam x d Imperial Valley x d Landers x d Loma Prieta x d North Palm Springs x d North Rinaldi x d
0 0.219 0.451 0.399 0.832 0.0933 0.250
1 0.00247 0.00562 0.00514 0.00810 0.00398 0.00370
5 0.00256 0.00529 0.00546 0.00836 0.00463 0.00444
10 0.00243 0.00448 0.00477 0.00732 0.00418 0.00400
14 0.00209 0.00391 0.00426 0.00656 0.00368 0.00352