Abstract
The effect of seismic super-shear rupture on the directivity of ground motions using simulated accelerations of a vertical strike-slip fault model is the topic of this study. The discrete wave number/finite element method was adopted to calculate the ground motion in the horizontal layered half space. An analysis of peak ground acceleration (PGA) indicates that similar to the sub-shear situation, directivity also exists in the super-shear situation. However, there are some differences as follows: (1) The PGA of the fault-normal component decreases with super-shear velocity, and the areas that were significantly affected by directivity in the PGA field changed from a cone-shaped region in the forward direction in a sub-shear situation to a limited near-fault region in a super-shear situation. (2) The PGA of the fault-parallel and vertical component is not as sensitive as the fault-normal component to the increasing super-shear velocity. (3) The PGA of the fault-normal component is not always greater than the fault-parallel component when the rupture velocity exceeds the shear wave velocity.
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Supported by: Basic Science Research Foundation of IEM, CEA under Grant No. 2011B02; 973 Program under Grant No. 2011CB013601; National Natural Science Foundation of China under Grant Nos. 51238012, 9121530113; International Science & Technology Cooperation Program of China under Grant No. 2012DFA70810
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Hu, J., Xie, L. Effect of seismic super-shear rupture on the directivity of ground motion acceleration. Earthq. Eng. Eng. Vib. 12, 519–527 (2013). https://doi.org/10.1007/s11803-013-0193-x
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DOI: https://doi.org/10.1007/s11803-013-0193-x