{"_buckets": {"deposit": "e8657f1b-ddf7-458d-9d9c-6adab5101351"}, "_deposit": {"id": "32979", "owner": "1", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "32979"}, "status": "published"}, "_oai": {"id": "oai:repository.dl.itc.u-tokyo.ac.jp:00032979", "sets": []}, "author_link": ["128582", "128581"], "item_4_alternative_title_1": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "Behavior of the Elastic Waves Propagating through the Irregular Structures. : IV. 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A finite element method and a transient excitation are used to solve the problems in the time domain. Transient excitation seems more advisable than the eigenvalue approach, because the synthetic seismograms which are very consistent with usual observations can be obtained easily. 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