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Rigidity evaluation of pre‐stressed rubber bearings of long‐span roofs
When The Great East Japan Earthquake of 2011 occurred, long‐span structures such as gymnasium with long‐span steel ceiling supported by RC columns was damaged as the bearings, which connected the steel roof column and the RC columns, were damaged. In this study, two effective improvements to prevent...
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Published in: | Japan architectural review 2020-01, Vol.3 (1), p.77-89 |
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creator | Morita, Akira Honma, Keiichi Watanabe, Yasuhiro Nakamura, Misaki Yamashita, Tetsuo |
description | When The Great East Japan Earthquake of 2011 occurred, long‐span structures such as gymnasium with long‐span steel ceiling supported by RC columns was damaged as the bearings, which connected the steel roof column and the RC columns, were damaged. In this study, two effective improvements to prevent the pull‐out of anchor bolts and crushing of base mortar are proposed. The first improvement is to add disk springs between the base plate and anchor bolt nuts, which prevents the pull‐out of anchor bolts. In the second improvement, an elastic rubber plate is inserted between the base plate and mortar to avoid mortar crushing. Based on test results, an evaluation method for rotational stiffness is proposed, which can be calculated from the stiffness corresponding to the pre‐stressed force, disk spring, anchor bolts, and rotational spring constant of the rubber.
This manuscript reports constant vertical and cyclic horizontal test of pre‐stressed rubber bearings. |
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This manuscript reports constant vertical and cyclic horizontal test of pre‐stressed rubber bearings.</description><subject>Anchor bolts</subject><subject>bearing</subject><subject>Bearing steels</subject><subject>Bearings</subject><subject>Bolts</subject><subject>Bridges</subject><subject>Ceilings</subject><subject>Columns (structural)</subject><subject>Crushing</subject><subject>disk spring</subject><subject>Earthquake damage</subject><subject>Earthquakes</subject><subject>elastic rubber</subject><subject>Experiments</subject><subject>long‐span structure</subject><subject>Mortars (material)</subject><subject>Nuts</subject><subject>Plates (structural members)</subject><subject>pre‐stressed</subject><subject>Roofing</subject><subject>Roofs</subject><subject>Rubber</subject><subject>Spring constant</subject><subject>Springs (elastic)</subject><subject>Stiffness</subject><subject>Stress concentration</subject><subject>Test procedures</subject><issn>2475-8876</issn><issn>2475-8876</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>24P</sourceid><sourceid>PIMPY</sourceid><sourceid>DOA</sourceid><recordid>eNqFkEtLAzEUhQdRsNSu3Q64nprHPJJlKT5aCkLRdbjJJEPKOBmTqdKdP8Hf6C9xpiPFnZsk9_Cdc8OJomuM5hghckvSIksYK_I5Jpiys2hyUs7_vC-jWQg7hBDmOCecTqL11la2tN0h1u9Q76GzromdiVuvvz-_Qud1CLqM_V5K7WOpwdumCgNRu6YakBaa2DtnwlV0YaAOevZ7T6OX-7vn5WOyeXpYLRebRKWYs4TlOpXKQJFRznNDSSazrACEDENGlkTlOUiUQtGPRBWQEU5MYUAZIxmnmE6j1ZhbOtiJ1ttX8AfhwIqj4HwlwHdW1VoAMzktS5NxolPFNOjUpICk4poXyKR91s2Y1Xr3ttehEzu3903_fUEopRxl_dFTtyOlvAvBa3PaipEY-hdDw2JoWBz77x356PiwtT78h4v1YktH4w-RVYmL</recordid><startdate>202001</startdate><enddate>202001</enddate><creator>Morita, Akira</creator><creator>Honma, Keiichi</creator><creator>Watanabe, Yasuhiro</creator><creator>Nakamura, Misaki</creator><creator>Yamashita, Tetsuo</creator><general>John Wiley & Sons, Inc</general><general>Wiley</general><scope>24P</scope><scope>WIN</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7XB</scope><scope>8FD</scope><scope>8FK</scope><scope>8G5</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BVBZV</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>KR7</scope><scope>M2O</scope><scope>MBDVC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>Q9U</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0002-4105-7607</orcidid></search><sort><creationdate>202001</creationdate><title>Rigidity evaluation of pre‐stressed rubber bearings of long‐span roofs</title><author>Morita, Akira ; Honma, Keiichi ; Watanabe, Yasuhiro ; Nakamura, Misaki ; Yamashita, Tetsuo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c4198-86e4bcfa753996f325b557a00f80fbd2c66ab04a780f2c7a5292f7facffb89313</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Anchor bolts</topic><topic>bearing</topic><topic>Bearing steels</topic><topic>Bearings</topic><topic>Bolts</topic><topic>Bridges</topic><topic>Ceilings</topic><topic>Columns (structural)</topic><topic>Crushing</topic><topic>disk spring</topic><topic>Earthquake damage</topic><topic>Earthquakes</topic><topic>elastic rubber</topic><topic>Experiments</topic><topic>long‐span structure</topic><topic>Mortars (material)</topic><topic>Nuts</topic><topic>Plates (structural members)</topic><topic>pre‐stressed</topic><topic>Roofing</topic><topic>Roofs</topic><topic>Rubber</topic><topic>Spring constant</topic><topic>Springs (elastic)</topic><topic>Stiffness</topic><topic>Stress concentration</topic><topic>Test procedures</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Morita, Akira</creatorcontrib><creatorcontrib>Honma, Keiichi</creatorcontrib><creatorcontrib>Watanabe, Yasuhiro</creatorcontrib><creatorcontrib>Nakamura, Misaki</creatorcontrib><creatorcontrib>Yamashita, Tetsuo</creatorcontrib><collection>Wiley_OA刊</collection><collection>Wiley Online Library Free Backfiles</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Technology Research Database</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Research Library (Alumni Edition)</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>ProQuest East & South Asia Database</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Research Library Prep</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest research library</collection><collection>Research Library (Corporate)</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>ProQuest Central Basic</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Japan architectural review</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Morita, Akira</au><au>Honma, Keiichi</au><au>Watanabe, Yasuhiro</au><au>Nakamura, Misaki</au><au>Yamashita, Tetsuo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Rigidity evaluation of pre‐stressed rubber bearings of long‐span roofs</atitle><jtitle>Japan architectural review</jtitle><date>2020-01</date><risdate>2020</risdate><volume>3</volume><issue>1</issue><spage>77</spage><epage>89</epage><pages>77-89</pages><issn>2475-8876</issn><eissn>2475-8876</eissn><abstract>When The Great East Japan Earthquake of 2011 occurred, long‐span structures such as gymnasium with long‐span steel ceiling supported by RC columns was damaged as the bearings, which connected the steel roof column and the RC columns, were damaged. In this study, two effective improvements to prevent the pull‐out of anchor bolts and crushing of base mortar are proposed. The first improvement is to add disk springs between the base plate and anchor bolt nuts, which prevents the pull‐out of anchor bolts. In the second improvement, an elastic rubber plate is inserted between the base plate and mortar to avoid mortar crushing. Based on test results, an evaluation method for rotational stiffness is proposed, which can be calculated from the stiffness corresponding to the pre‐stressed force, disk spring, anchor bolts, and rotational spring constant of the rubber.
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subjects | Anchor bolts bearing Bearing steels Bearings Bolts Bridges Ceilings Columns (structural) Crushing disk spring Earthquake damage Earthquakes elastic rubber Experiments long‐span structure Mortars (material) Nuts Plates (structural members) pre‐stressed Roofing Roofs Rubber Spring constant Springs (elastic) Stiffness Stress concentration Test procedures |
title | Rigidity evaluation of pre‐stressed rubber bearings of long‐span roofs |
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