THE CAPACITY VERIFICATION OF UNIT SYSTEM ARCHITECTURE WITH VERTICAL INTERLOCKING METHOD

In this paper, new vertical interlocking method using high tension bolts is proposed for laying steel frame unit systems of container standard size. In this method, the location of tightening bolts is characteristic. The position is located inside of a beam from the column beam connection. Therefore...

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Veröffentlicht in:	AIJ journal of technology and design 2016-06, Vol.22 (51), p.537-542
Hauptverfasser:	HOSONO, Hisayuki, ARIMA, Koichi, SHIBUTANI, Morihiro, KANAO, Iori, YU, Zheng, OGAWA, Yuko, MATSUNAGA, Masayuki, OTANI, Tatsushi, MURAMOTO, Makoto, MORISAKO, Kiyotaka
Format:	Artikel
Sprache:	eng
Schlagworte:	Architecture (computers) Bolts Earthquake engineering Fracture mechanics Locking Tightening Ultimate tensile strength
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creator	HOSONO, Hisayuki ARIMA, Koichi SHIBUTANI, Morihiro KANAO, Iori YU, Zheng OGAWA, Yuko MATSUNAGA, Masayuki OTANI, Tatsushi MURAMOTO, Makoto MORISAKO, Kiyotaka
description	In this paper, new vertical interlocking method using high tension bolts is proposed for laying steel frame unit systems of container standard size. In this method, the location of tightening bolts is characteristic. The position is located inside of a beam from the column beam connection. Therefore the ultimate strength for the earthquake is decided by the plastic deformation of the beam without the fracture of the bolt. This performance is proved by full scale tests and numerical analyses.
doi_str_mv	10.3130/aijt.22.537
format	Article
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This performance is proved by full scale tests and numerical analyses.</description><subject>Architecture (computers)</subject><subject>Bolts</subject><subject>Earthquake engineering</subject><subject>Fracture mechanics</subject><subject>Locking</subject><subject>Tightening</subject><subject>Ultimate tensile strength</subject><issn>1341-9463</issn><issn>1881-8188</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNotkF1PwjAUhhujiUS58g_00sQM-7F22-VSC2uEzYwi4arpRklmQHCFC_-9XfDmnHPxvCd5HwCeMJpQTNGr7b7OE0ImjCY3YITTFEdpmLfhpjGOspjTezD2vmsQYhnCacxGYK0LCUX-kQulN_BT1mqqRK5VVcJqClel0nC5WWq5gHktCqWl0KtawrXSxUDrAM-hKrWs55V4V-UMLqQuqrdHcLeze-_G__sBrKZSiyKaV7MhE7UY8SSiCclQElNuU95YymJuE8baBm8d2TkSajnCLaYtZnzrGuwwz9CWB8yhhreOPoDn699Tf_y5OH82h863br-33-548QanhDEa6sYBfbmibX_0vnc7c-q7g-1_DUZmMGgGg4YQEwzSPxp4W7s</recordid><startdate>20160620</startdate><enddate>20160620</enddate><creator>HOSONO, Hisayuki</creator><creator>ARIMA, Koichi</creator><creator>SHIBUTANI, Morihiro</creator><creator>KANAO, Iori</creator><creator>YU, Zheng</creator><creator>OGAWA, Yuko</creator><creator>MATSUNAGA, Masayuki</creator><creator>OTANI, Tatsushi</creator><creator>MURAMOTO, Makoto</creator><creator>MORISAKO, Kiyotaka</creator><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20160620</creationdate><title>THE CAPACITY VERIFICATION OF UNIT SYSTEM ARCHITECTURE WITH VERTICAL INTERLOCKING METHOD</title><author>HOSONO, Hisayuki ; ARIMA, Koichi ; SHIBUTANI, Morihiro ; KANAO, Iori ; YU, Zheng ; OGAWA, Yuko ; MATSUNAGA, Masayuki ; OTANI, Tatsushi ; MURAMOTO, Makoto ; MORISAKO, Kiyotaka</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c1067-372907436a86ba3546a755cb1de2fe2130e26a13c156deb1e1690d646ae0b6ce3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Architecture (computers)</topic><topic>Bolts</topic><topic>Earthquake engineering</topic><topic>Fracture mechanics</topic><topic>Locking</topic><topic>Tightening</topic><topic>Ultimate tensile strength</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>HOSONO, Hisayuki</creatorcontrib><creatorcontrib>ARIMA, Koichi</creatorcontrib><creatorcontrib>SHIBUTANI, Morihiro</creatorcontrib><creatorcontrib>KANAO, Iori</creatorcontrib><creatorcontrib>YU, Zheng</creatorcontrib><creatorcontrib>OGAWA, Yuko</creatorcontrib><creatorcontrib>MATSUNAGA, Masayuki</creatorcontrib><creatorcontrib>OTANI, Tatsushi</creatorcontrib><creatorcontrib>MURAMOTO, Makoto</creatorcontrib><creatorcontrib>MORISAKO, Kiyotaka</creatorcontrib><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><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>HOSONO, Hisayuki</au><au>ARIMA, Koichi</au><au>SHIBUTANI, Morihiro</au><au>KANAO, Iori</au><au>YU, Zheng</au><au>OGAWA, Yuko</au><au>MATSUNAGA, Masayuki</au><au>OTANI, Tatsushi</au><au>MURAMOTO, Makoto</au><au>MORISAKO, Kiyotaka</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>THE CAPACITY VERIFICATION OF UNIT SYSTEM ARCHITECTURE WITH VERTICAL INTERLOCKING METHOD</atitle><jtitle>AIJ journal of technology and design</jtitle><date>2016-06-20</date><risdate>2016</risdate><volume>22</volume><issue>51</issue><spage>537</spage><epage>542</epage><pages>537-542</pages><issn>1341-9463</issn><eissn>1881-8188</eissn><abstract>In this paper, new vertical interlocking method using high tension bolts is proposed for laying steel frame unit systems of container standard size. 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subjects	Architecture (computers) Bolts Earthquake engineering Fracture mechanics Locking Tightening Ultimate tensile strength
title	THE CAPACITY VERIFICATION OF UNIT SYSTEM ARCHITECTURE WITH VERTICAL INTERLOCKING METHOD
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