A discussion on hysteresis nature of member force developed in box type in-ground structures during earthquakes based on numerical simulation
The present paper discusses the characteristic of hysteresis of member force developed in box type in-ground structures during the 1995 Great Hanshin earthquake, based on numerical simulation. Several case studies including different type structures are carried out using appropriate ground motions f...
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Veröffentlicht in: | Journal of applied mechanics 2004/08/23, Vol.7, pp.1337-1344 |
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creator | Matsumoto, Toshikatsu Ohtomo, Keizo Matsui, Jun Sakata, Tsutomu |
description | The present paper discusses the characteristic of hysteresis of member force developed in box type in-ground structures during the 1995 Great Hanshin earthquake, based on numerical simulation. Several case studies including different type structures are carried out using appropriate ground motions for the specific site. In this calculation, dynamic interaction between soil and structure, elasto-plastic behavior, etc, are considered. As a result, the hysteresis of member force of structures, interactive relationship between bending moment and axial force, is expressed as a simple moment-axial force ratio. |
doi_str_mv | 10.2208/journalam.7.1337 |
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Several case studies including different type structures are carried out using appropriate ground motions for the specific site. In this calculation, dynamic interaction between soil and structure, elasto-plastic behavior, etc, are considered. 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Several case studies including different type structures are carried out using appropriate ground motions for the specific site. In this calculation, dynamic interaction between soil and structure, elasto-plastic behavior, etc, are considered. As a result, the hysteresis of member force of structures, interactive relationship between bending moment and axial force, is expressed as a simple moment-axial force ratio.</description><subject>box-type in-ground structure</subject><subject>member force hysteresis</subject><subject>moment-axial force ratio</subject><subject>non-linear seismic analysis</subject><issn>1345-9139</issn><issn>1884-832X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2004</creationdate><recordtype>article</recordtype><recordid>eNpFkM1KAzEQxxdRsNTePeYFtiabbDY5lqJWKHhR8LYk2Umbuh812Yh9CN_Z1EqFGWYY5jcf_yy7JXheFFjc7Yboe9Wqbl7NCaXVRTYhQrBc0OLtMuWUlbkkVF5nsxCcxphxVnJOJtn3AjUumJjKQ4-SbQ9hBA_BBdSrMXpAg0UddBo8soM3gBr4hHbYQ4Ncj_TwhcbDHlKeb_wQ-waF0UdzJANqonf9BoHy4_YjqvdU0iokMi3qYwfeGdWi4LrYqjEdcJNdWdUGmP3Fafb6cP-yXOXr58en5WKdmwKXVc6t5twasI3gBRcKc00qkExBAayUmgpCRMW1ZA1lhklTUlwqbQtpieaqodMMn-YaP4TgwdZ77zrlDzXB9VHR-qxoXdVHRROyOiG7MKoNnIH0mjMt_ANESpEg_OtH9NxitsrX0NMfEpeK9A</recordid><startdate>2004</startdate><enddate>2004</enddate><creator>Matsumoto, Toshikatsu</creator><creator>Ohtomo, Keizo</creator><creator>Matsui, Jun</creator><creator>Sakata, Tsutomu</creator><general>Japan Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>2004</creationdate><title>A discussion on hysteresis nature of member force developed in box type in-ground structures during earthquakes based on numerical simulation</title><author>Matsumoto, Toshikatsu ; Ohtomo, Keizo ; Matsui, Jun ; Sakata, Tsutomu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2057-6fb66fcefd86268a06b17e94ae2e459b3811876b94d34c49c5305abf29f1b6ad3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2004</creationdate><topic>box-type in-ground structure</topic><topic>member force hysteresis</topic><topic>moment-axial force ratio</topic><topic>non-linear seismic analysis</topic><toplevel>online_resources</toplevel><creatorcontrib>Matsumoto, Toshikatsu</creatorcontrib><creatorcontrib>Ohtomo, Keizo</creatorcontrib><creatorcontrib>Matsui, Jun</creatorcontrib><creatorcontrib>Sakata, Tsutomu</creatorcontrib><collection>CrossRef</collection><jtitle>Journal of applied mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Matsumoto, Toshikatsu</au><au>Ohtomo, Keizo</au><au>Matsui, Jun</au><au>Sakata, Tsutomu</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A discussion on hysteresis nature of member force developed in box type in-ground structures during earthquakes based on numerical simulation</atitle><jtitle>Journal of applied mechanics</jtitle><addtitle>Journal of applied mechanics</addtitle><date>2004</date><risdate>2004</risdate><volume>7</volume><spage>1337</spage><epage>1344</epage><pages>1337-1344</pages><issn>1345-9139</issn><eissn>1884-832X</eissn><abstract>The present paper discusses the characteristic of hysteresis of member force developed in box type in-ground structures during the 1995 Great Hanshin earthquake, based on numerical simulation. Several case studies including different type structures are carried out using appropriate ground motions for the specific site. In this calculation, dynamic interaction between soil and structure, elasto-plastic behavior, etc, are considered. As a result, the hysteresis of member force of structures, interactive relationship between bending moment and axial force, is expressed as a simple moment-axial force ratio.</abstract><pub>Japan Society of Civil Engineers</pub><doi>10.2208/journalam.7.1337</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
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subjects | box-type in-ground structure member force hysteresis moment-axial force ratio non-linear seismic analysis |
title | A discussion on hysteresis nature of member force developed in box type in-ground structures during earthquakes based on numerical simulation |
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