DATABASE OF BUCKLING STIFFENING FOR ROOF MEMBERS BASED ON A SURVEY OF STEEL STRUCTURES IN TOHOKU PREFECTURE
This paper reports a construction survey of steel roof structures in Tohoku Prefecture. The research is based on a basic database of the cross-sectional performance of beams and non-structural members from the total of 1345 steel roof structures in Tohoku. Also, this paper clarified the bracing effe...
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| Veröffentlicht in: | AIJ Journal of Technology and Design 2024/06/20, Vol.30(75), pp.762-767 |
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| container_title | AIJ Journal of Technology and Design |
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| creator | YOSHINO, Yuki KIMURA, Yoshihiro |
| description | This paper reports a construction survey of steel roof structures in Tohoku Prefecture. The research is based on a basic database of the cross-sectional performance of beams and non-structural members from the total of 1345 steel roof structures in Tohoku. Also, this paper clarified the bracing effect performed by the non-structural members on lateral buckling strength of main beams using the relationship between the stiffening capacity of large beams and nonstructural members. The modified lateral buckling slenderness ratio considering the stiffening effect of nonstructural members may be in the range of 100 to 180. |
| doi_str_mv | 10.3130/aijt.30.762 |
| format | Article |
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The research is based on a basic database of the cross-sectional performance of beams and non-structural members from the total of 1345 steel roof structures in Tohoku. Also, this paper clarified the bracing effect performed by the non-structural members on lateral buckling strength of main beams using the relationship between the stiffening capacity of large beams and nonstructural members. 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Technol. Des.</addtitle><description>This paper reports a construction survey of steel roof structures in Tohoku Prefecture. The research is based on a basic database of the cross-sectional performance of beams and non-structural members from the total of 1345 steel roof structures in Tohoku. Also, this paper clarified the bracing effect performed by the non-structural members on lateral buckling strength of main beams using the relationship between the stiffening capacity of large beams and nonstructural members. The modified lateral buckling slenderness ratio considering the stiffening effect of nonstructural members may be in the range of 100 to 180.</description><subject>Buckling</subject><subject>Buckling slenderness ratio</subject><subject>Lateral stiffness</subject><subject>Nonstructural members</subject><subject>Roof members</subject><subject>Rotational stiffness</subject><subject>Slenderness ratio</subject><subject>Steel roof structure</subject><subject>Steel structures</subject><subject>Stiffening</subject><issn>1341-9463</issn><issn>1881-8188</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNo9UE1Pg0AQ3RhNbGpP_oFNPFP3E5aToXRpSSkYPkw8bSgsCtZagR7890JrvLx5mffmTWYAuMdoTjFFj3nd9HOK5pZJrsAEC4ENMeD1wCnDhs1MegtmXVfvEOI2woLxCfhYOqmzcBIJIw8uMncT-OEKJqnveTIcqRfFMI4GcSu3CxkncDQvYRRCByZZ_CJfx8kklTIYMM7cNItlAv0QptE62mTwOZaePHfvwE2V7zs9-6tTkHkydddGEK181wmMBg93GJxXlWkVJRaYF9oSBS5Nq0Ra24RVmHNbM8HIThPbotrEiBcCVVSUObEwqjCiU_BwyT22X98n3fWq-Tq1h2GlopgIThCjo-vp4mq6Pn_T6tjWn3n7o_K2r4u9VuM7FUXK4mc0yb9SvOet0gf6C6CvZuQ</recordid><startdate>20240620</startdate><enddate>20240620</enddate><creator>YOSHINO, Yuki</creator><creator>KIMURA, Yoshihiro</creator><general>Architectural Institute of Japan</general><general>Japan Science and Technology Agency</general><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20240620</creationdate><title>DATABASE OF BUCKLING STIFFENING FOR ROOF MEMBERS BASED ON A SURVEY OF STEEL STRUCTURES IN TOHOKU PREFECTURE</title><author>YOSHINO, Yuki ; KIMURA, Yoshihiro</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j1130-55ff67cd1815ce78c1d67d0ee924f1559e4842be2973e6105c80f38da2710f103</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2024</creationdate><topic>Buckling</topic><topic>Buckling slenderness ratio</topic><topic>Lateral stiffness</topic><topic>Nonstructural members</topic><topic>Roof members</topic><topic>Rotational stiffness</topic><topic>Slenderness ratio</topic><topic>Steel roof structure</topic><topic>Steel structures</topic><topic>Stiffening</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>YOSHINO, Yuki</creatorcontrib><creatorcontrib>KIMURA, Yoshihiro</creatorcontrib><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>AIJ Journal of Technology and Design</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>YOSHINO, Yuki</au><au>KIMURA, Yoshihiro</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>DATABASE OF BUCKLING STIFFENING FOR ROOF MEMBERS BASED ON A SURVEY OF STEEL STRUCTURES IN TOHOKU PREFECTURE</atitle><jtitle>AIJ Journal of Technology and Design</jtitle><addtitle>AIJ J. 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| ispartof | AIJ Journal of Technology and Design, 2024/06/20, Vol.30(75), pp.762-767 |
| issn | 1341-9463 1881-8188 |
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| subjects | Buckling Buckling slenderness ratio Lateral stiffness Nonstructural members Roof members Rotational stiffness Slenderness ratio Steel roof structure Steel structures Stiffening |
| title | DATABASE OF BUCKLING STIFFENING FOR ROOF MEMBERS BASED ON A SURVEY OF STEEL STRUCTURES IN TOHOKU PREFECTURE |
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