Research Article
An Improved Multidimensional MPA Procedure for Bidirectional Earthquake Excitations
Figure 5
Displacement of roof of the structural models.
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| (a) 10-story model, -axis, PGA = 3.1 m/s2 |
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| (b) 10-story model, -axis, PGA = 4.0 m/s2 |
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| (c) 15-story model, -axis, PGA = 3.1 m/s2 |
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| (d) 10-story model, -axis, PGA = 3.1 m/s2 |
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| (e) 10-story model, axis, PGA = 4.0 m/s2 |
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| (f) 15-story model, -axis, PGA = 3.1 m/s2 |
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| (g) 15-story model, -axis, PGA = 4.0 m/s2 |
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| (h) 15-story model, -axis, PGA = 4.0 m/s2 |
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