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This earthquake has practically destroyed the towns in the western district of central Formosa, where the occurrence of eartquakes has been very seldom. As is already stated in the preliminary note, a great damage has been done in the somewhat curved zone of about 70km long and 15km wide extending nearly in a NS direction. The loss of life and the destruction of houses were very great owing to the weakness of the native Formosan houses of the so-called \"\"Dokaku\"\" construction. The walls of the native houses are built up of sun-dried mud blocks of about 35×20×10 cm, cemented together with mud-mortar, the roof being thatched with straw or mode of Formosan tile. Since the houses of this type may be considered as a structure of rigid construction against earthquake motion, the seismic stresses will be nearly equal to the product of mass of the walls and the acceleration of earthquake motion. The strength of the walls is too small in spite of their heavy weight to resist the seismic stresses acting upon them and, therefore, the collapse of walls is quite easy. The dwelling houses of the ordinary Japanese in Formosa do not much differ from the wooden houses found everywhere in the mainland of Japan and the damage done to these houses was not so remarkable. The damage due to the pesent earthquake dome to the native houses and the wooden houses being separately known, the comparison of the earthquake resistivity of these two kinds of houses in Formosa has been made, the result of which is as shown in Fig. 4. As may be seen from Fig. 4, the earthquake resistivity of the native Formosan houses is far less than that of the wooden houses, though the ravages of white ants have rendered the latter less resistive to the earthquake shocks than similar houses in Japan proper. By combing the relation as shown in Fig. 4 with that between the seismic intensity and the percentage of collapse of wooden houses in Japan proper, the maximum seismic intensity of the present earthquake works out g/3 (g=acceleration due to gravity), which should be however reduced in some degree, if the ravages of white ants are taken into account. It is desirable to improve the construction of the native Formosan houses such that thcire earthquake resistivity shall be somewhat increased in order to provide against the future earthquakes.", "subitem_description_type": "Abstract"}]}, "item_4_description_6": {"attribute_name": "内容記述", "attribute_value_mlt": [{"subitem_description": "昭和10年台湾中部地震に関する論文及報告 第1編 論文", "subitem_description_type": "Other"}]}, "item_4_full_name_3": {"attribute_name": "著者別名", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "123498", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Suzuki, Takeo"}]}]}, "item_4_identifier_registration": {"attribute_name": "ID登録", "attribute_value_mlt": [{"subitem_identifier_reg_text": "10.15083/0000032359", "subitem_identifier_reg_type": "JaLC"}]}, "item_4_publisher_20": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "東京帝國大学地震研究所"}]}, "item_4_source_id_10": {"attribute_name": "書誌レコードID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00312667", "subitem_source_identifier_type": "NCID"}]}, "item_4_source_id_8": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "09150862", "subitem_source_identifier_type": "ISSN"}]}, "item_4_subject_15": {"attribute_name": "日本十進分類法", "attribute_value_mlt": [{"subitem_subject": "51.1", "subitem_subject_scheme": "NDC"}]}, "item_4_text_21": {"attribute_name": "出版者別名", "attribute_value_mlt": [{"subitem_text_value": "Earthquake Research Institute, Tokyo Imperial University"}]}, "item_4_text_34": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"subitem_text_value": "Departmental Bulletin Paper"}]}, "item_4_text_4": {"attribute_name": "著者所属", "attribute_value_mlt": [{"subitem_text_value": "地質学教室"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "鈴木, 武夫"}], "nameIdentifiers": [{"nameIdentifier": "123497", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2017-06-26"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "jib0030009.pdf", "filesize": [{"value": "649.4 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 649400.0, "url": {"label": "jib0030009.pdf", "url": "https://repository.dl.itc.u-tokyo.ac.jp/record/32359/files/jib0030009.pdf"}, "version_id": "34cf5533-22cc-4351-aac4-3ad4bf2b87fd"}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_resource_type": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "土埆造家屋の耐震度", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "土埆造家屋の耐震度", "subitem_title_language": "ja"}]}, "item_type_id": "4", "owner": "1", "path": ["4529", "4530"], "permalink_uri": "https://doi.org/10.15083/0000032359", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2010-03-17"}, "publish_date": "2010-03-17", "publish_status": "0", "recid": "32359", "relation": {}, "relation_version_is_last": true, "title": ["土埆造家屋の耐震度"], "weko_shared_id": -1}
土埆造家屋の耐震度
https://doi.org/10.15083/0000032359
https://doi.org/10.15083/0000032359810f6984-2b4a-4939-9bc5-36eb76103ea4
名前 / ファイル | ライセンス | アクション |
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jib0030009.pdf (649.4 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2010-03-17 | |||||
タイトル | ||||||
タイトル | 土埆造家屋の耐震度 | |||||
言語 | ja | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | departmental bulletin paper | |||||
ID登録 | ||||||
ID登録 | 10.15083/0000032359 | |||||
ID登録タイプ | JaLC | |||||
その他のタイトル | ||||||
その他のタイトル | Earthquake Resistivity of Native Formosan Houses of ""Dokaku"" Construction | |||||
著者 |
鈴木, 武夫
× 鈴木, 武夫 |
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著者別名 | ||||||
識別子 | 123498 | |||||
識別子Scheme | WEKO | |||||
姓名 | Suzuki, Takeo | |||||
著者所属 | ||||||
著者所属 | 地質学教室 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | A violent earthquake the strongest ever experienced in Formosa daring the past forty years, occurred in the early morning of April 21, 1935. This earthquake has practically destroyed the towns in the western district of central Formosa, where the occurrence of eartquakes has been very seldom. As is already stated in the preliminary note, a great damage has been done in the somewhat curved zone of about 70km long and 15km wide extending nearly in a NS direction. The loss of life and the destruction of houses were very great owing to the weakness of the native Formosan houses of the so-called ""Dokaku"" construction. The walls of the native houses are built up of sun-dried mud blocks of about 35×20×10 cm, cemented together with mud-mortar, the roof being thatched with straw or mode of Formosan tile. Since the houses of this type may be considered as a structure of rigid construction against earthquake motion, the seismic stresses will be nearly equal to the product of mass of the walls and the acceleration of earthquake motion. The strength of the walls is too small in spite of their heavy weight to resist the seismic stresses acting upon them and, therefore, the collapse of walls is quite easy. The dwelling houses of the ordinary Japanese in Formosa do not much differ from the wooden houses found everywhere in the mainland of Japan and the damage done to these houses was not so remarkable. The damage due to the pesent earthquake dome to the native houses and the wooden houses being separately known, the comparison of the earthquake resistivity of these two kinds of houses in Formosa has been made, the result of which is as shown in Fig. 4. As may be seen from Fig. 4, the earthquake resistivity of the native Formosan houses is far less than that of the wooden houses, though the ravages of white ants have rendered the latter less resistive to the earthquake shocks than similar houses in Japan proper. By combing the relation as shown in Fig. 4 with that between the seismic intensity and the percentage of collapse of wooden houses in Japan proper, the maximum seismic intensity of the present earthquake works out g/3 (g=acceleration due to gravity), which should be however reduced in some degree, if the ravages of white ants are taken into account. It is desirable to improve the construction of the native Formosan houses such that thcire earthquake resistivity shall be somewhat increased in order to provide against the future earthquakes. | |||||
内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 昭和10年台湾中部地震に関する論文及報告 第1編 論文 | |||||
書誌情報 |
地震研究所彙報別冊 巻 3, p. 110-119, 発行日 1936-03-28 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 09150862 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00312667 | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
日本十進分類法 | ||||||
主題 | 51.1 | |||||
主題Scheme | NDC | |||||
出版者 | ||||||
出版者 | 東京帝國大学地震研究所 | |||||
出版者別名 | ||||||
Earthquake Research Institute, Tokyo Imperial University |