Research Article
Multiscale Method for Seismic Response of Near-Source Sites
Table 1
Maximum bending moments values and errors of the observed sections in 4.2.1–4.2.4 (N·m).
| | A | B | C | D |
| Source-site-structure calculation model | −47640 | −56223 | −55742 | −47787 |
| Example 4.2.1 | Moment | −46029 | −55968 | −56387 | −46313 | Error | −3.38% | 0.40% | 0.29% | −3.08% |
| Example 4.2.2 | Moment | −46758 | −55475 | −55770 | −46985 | Error | −1.85% | −0.48% | −0.81% | −1.68% |
| Example 4.2.3 | Moment | −46710 | −56538 | −56975 | −46897 | Error | −1.95% | 1.43% | 1.34% | −1.86% |
| Example 4.2.4 | Moment | −46904 | −56706 | −57000 | −47135 | Error | −1.55% | 1.73% | 1.38% | −1.36% |
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