Research Article
An Improved Multidimensional MPA Procedure for Bidirectional Earthquake Excitations
Figure 6
Comparison of deformation responses between IMMPA and NL-RHA.
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| (a) Object (10-story model, -axis, PGA = 3.1 m/s2) |
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| (b) Object (10-story model, -axis, PGA = 3.1 m/s2) |
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| (c) Object (10-story model, -axis, PGA = 4.0 m/s2) |
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| (d) Object (10-story model, -axis, PGA = 4.0 m/s2) |
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| (e) Object (15-story model, -axis, PGA = 3.1 m/s2) |
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| (f) Object (15-story model, -axis, PGA = 3.1 m/s2) |
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| (g) Object (15-story model, -axis, PGA = 4.0 m/s2) |
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| (h) Object (15-story model, -axis, PGA = 4.0 m/s2) |
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