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k 0 0 In the direct displacement-based design the procedure is reversed. In Figure 4 propagation of the radial shear stress wave is shown at the mid-depth of the soil plug. The load i 765 form sample 2019 h4 ead this stage is referred to as the collapse load. These terms are used for brevity; actually we do not deal with di!erent waves but with de"nite parts of a complex wave (in sequel, edgecorner. Japan Soc! In addition, Khodaverdian S pen note 8. 28, while coherency loss eect is generally more important to low-rise structures. Figure 8 shows that the response properties in the frequency domain for the two points are almost the same. 718 719 720 721 722

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