{"id":3143,"date":"2025-10-29T11:56:24","date_gmt":"2025-10-29T02:56:24","guid":{"rendered":"https:\/\/xb317241.xbiz.jp\/?page_id=3143"},"modified":"2026-01-09T10:46:19","modified_gmt":"2026-01-09T01:46:19","slug":"tottori","status":"publish","type":"page","link":"https:\/\/www.takeuchi-const.co.jp\/en\/earthquake\/tottori\/","title":{"rendered":"Tottori Earthquake \u2013 Damage Report on Affected Buildings"},"content":{"rendered":"\n

Tottori Earthquake: Project Report Comparing Conventional Methods and the TNF Method<\/h2>\n\n\n\n

No Occurrence of Uplift Damage or Similar Issues in Buildings Subjected to \u201cSeismic Intensity 6\u2212\u201d<\/h3>\n\n\n\n
    \n \n
  1. The ground conditions of this building consist of an upper 8 m sandy soil layer, underlain by an 8 m thick clayey soil layer with N-values of 1\u20135.<\/li>\n \n\n \n
  2. In buildings supported by bearing piles, strong seismic motion acts directly on the structure.
    \n In contrast, for buildings constructed with foundations using the TNF method, it is considered that the intensity of shaking is reduced.<\/li>\n \n\n \n
  3. Even when ground settlement occurred, there were absolutely no cases of building uplift or related damage.<\/li>\n \n<\/ol>\n\n\n\n
    \n \n \n \n \n
    Project Name<\/td>\n Construction Period<\/td>\n Improved Area (m2<\/sup>)<\/td>\n Improvement Volume (m3<\/sup>)<\/td>\n Building Scale<\/td>\n Structure Type<\/td>\n <\/tr>\n
    Supermarket (name withheld)<\/td>\n October 2014<\/td>\n 2,947<\/td>\n 4,399<\/td>\n Single-story<\/td>\n Steel structure (S structure)<\/td>\n <\/tr>\n <\/tbody>\n <\/table>\n
    Location: Kurayoshi City, Tottori Prefecture \/ Photo date: November 1, 2016<\/figcaption>\n<\/figure>\n\n\n\n

    TNF Method<\/h4>\n\n\n\n
    \n \n
    \n \"\"\n
    No noticeable damage to interior, exterior, or external facilities<\/figcaption>\n <\/figure>\n \n\n \n
    \n \"\"\n <\/figure>\n \n\n \n
    \n \"\"\n <\/figure>\n \n<\/div>\n\n\n\n
    \n\n \n
    \n \n

    Map of the Photographed Building<\/h4>\n \n\n \n
    \n \"\"\n <\/figure>\n \n <\/div><\/div>\n \n\n \n
    \n \n

    Borehole Log<\/h4>\n \n\n \n
    \n \n \"\"\n <\/a>\n <\/figure>\n \n <\/div><\/div>\n \n\n<\/div>\n\n\n\n

    Nearby Buildings Using Conventional Construction Methods<\/h4>\n\n\n\n
    \n \n
    \n \"\"\n
    Surrounding area of another store (grocery store, clothing store)<\/figcaption>\n <\/figure>\n \n\n \n
    \n \"\"\n
    Step differences at entrances<\/figcaption>\n <\/figure>\n \n\n \n
    \n \"\"\n
    Interior ceiling-edge boards<\/figcaption>\n <\/figure>\n \n<\/div>\n\n","protected":false},"excerpt":{"rendered":"

    Tottori Earthquake: Project Report Comparing Conventional Methods and the TNF Method No Occurrence of Uplift Damage or Similar Issues in Buildings Subjected to \u201cSeismic Intensity 6\u2212\u201d Project Name Construction Period Improved Area (m2) Improvement Volume (m3) Building Scale Structure Type Supermarket (name withheld) October 2014 2,947 4,399 Single-story Steel structure (S structure) Location: Kurayoshi City, […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":3137,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-3143","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.takeuchi-const.co.jp\/en\/wp-json\/wp\/v2\/pages\/3143","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.takeuchi-const.co.jp\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.takeuchi-const.co.jp\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.takeuchi-const.co.jp\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.takeuchi-const.co.jp\/en\/wp-json\/wp\/v2\/comments?post=3143"}],"version-history":[{"count":1,"href":"https:\/\/www.takeuchi-const.co.jp\/en\/wp-json\/wp\/v2\/pages\/3143\/revisions"}],"predecessor-version":[{"id":4686,"href":"https:\/\/www.takeuchi-const.co.jp\/en\/wp-json\/wp\/v2\/pages\/3143\/revisions\/4686"}],"up":[{"embeddable":true,"href":"https:\/\/www.takeuchi-const.co.jp\/en\/wp-json\/wp\/v2\/pages\/3137"}],"wp:attachment":[{"href":"https:\/\/www.takeuchi-const.co.jp\/en\/wp-json\/wp\/v2\/media?parent=3143"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}