Analytical modeling and seismic performance on in-plane behavior of rigid framed steel bridge pier
Rigid framed steel bridge piers had several damages like plate buckling by the attack of the Hyogo-ken Nambu Earthquake. To update seismic design adequately evaluating strength and ductility on in-plane behavior of the pier, some analytical modeling, which can consider plate buckling, is required an...
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| Veröffentlicht in: | Journal of Structural Engineering A, 2011, Vol.57A, pp.94-103 |
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| Sprache: | chi ; jpn |
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| container_end_page | 103 |
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| container_title | Journal of Structural Engineering |
| container_volume | 57A |
| creator | Matsumura, Masahide Hontani, Yukiyasu Kitada, Toshiyuki |
| description | Rigid framed steel bridge piers had several damages like plate buckling by the attack of the Hyogo-ken Nambu Earthquake. To update seismic design adequately evaluating strength and ductility on in-plane behavior of the pier, some analytical modeling, which can consider plate buckling, is required and is available now but not for practical business use. Then investigated in this study is an adequate modeling method when using beam-column element based on Euler-Bernoulli theory for the analysis and influences of some modeling methods on the seismic performance of the in-plane behavior of the pier. |
| doi_str_mv | 10.11532/structcivil.57A.94 |
| format | Article |
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To update seismic design adequately evaluating strength and ductility on in-plane behavior of the pier, some analytical modeling, which can consider plate buckling, is required and is available now but not for practical business use. Then investigated in this study is an adequate modeling method when using beam-column element based on Euler-Bernoulli theory for the analysis and influences of some modeling methods on the seismic performance of the in-plane behavior of the pier.</description><identifier>EISSN: 1881-820X</identifier><identifier>DOI: 10.11532/structcivil.57A.94</identifier><language>chi ; jpn</language><publisher>Japan Society of Civil Engineers</publisher><subject>Bridge piers ; Bridges (structures) ; Earthquake design ; in-plane behavior ; Mathematical analysis ; Mathematical models ; modeling ; Piers ; Plates (structural members) ; rigid framed steel bridge pier ; Seismic engineering ; seismic performance ; Seismic phenomena</subject><ispartof>Journal of Structural Engineering, A, 2011, Vol.57A, pp.94-103</ispartof><rights>2011 by Japan Society of Civil Engineers</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,1877,4010,27900,27901,27902</link.rule.ids></links><search><creatorcontrib>Matsumura, Masahide</creatorcontrib><creatorcontrib>Hontani, Yukiyasu</creatorcontrib><creatorcontrib>Kitada, Toshiyuki</creatorcontrib><title>Analytical modeling and seismic performance on in-plane behavior of rigid framed steel bridge pier</title><title>Journal of Structural Engineering</title><addtitle>Kozo Kogaku Ronbunshu. 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Then investigated in this study is an adequate modeling method when using beam-column element based on Euler-Bernoulli theory for the analysis and influences of some modeling methods on the seismic performance of the in-plane behavior of the pier.</description><subject>Bridge piers</subject><subject>Bridges (structures)</subject><subject>Earthquake design</subject><subject>in-plane behavior</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>modeling</subject><subject>Piers</subject><subject>Plates (structural members)</subject><subject>rigid framed steel bridge pier</subject><subject>Seismic engineering</subject><subject>seismic performance</subject><subject>Seismic phenomena</subject><issn>1881-820X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNqFkEFLwzAYhosgOOZ-gZccvXR-SZOmOY6hThh4UfBW0vTLlpGmNekG-_dWJuLNy_denvfl48myOwpLSkXBHtIYj2Y07uT8UsjVUvGrbEariuYVg4-bbJGSawAUBcGkmGXNKmh_Hp3RnnR9i96FHdGhJQld6pwhA0bbx04Hg6QPxIV88DogaXCvT66PpLckup1riY26w6k4InrSRNfukAwO4212bbVPuPjJefb-9Pi23uTb1-eX9WqbHxiVkDPLbIXclhRaVZQoCt5yXhqhWitBolTMIpYGGygaENKA1hzKQmjDmQBbzLP7y-4Q-88jprHuXDLov9_tj6mmpaRMFErB_yhUjEElSzWhmwt6SKPeYT1E1-l4rnWcpHms_wivJ-E1_FzFfxGz17HGUHwB4NmELQ</recordid><startdate>2011</startdate><enddate>2011</enddate><creator>Matsumura, Masahide</creator><creator>Hontani, Yukiyasu</creator><creator>Kitada, Toshiyuki</creator><general>Japan Society of Civil Engineers</general><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>2011</creationdate><title>Analytical modeling and seismic performance on in-plane behavior of rigid framed steel bridge pier</title><author>Matsumura, Masahide ; Hontani, Yukiyasu ; Kitada, Toshiyuki</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j2170-2f2f8e4f610d936e534d446c59df707e792fee6ceb03b057c0aa40635ac4250f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>chi ; jpn</language><creationdate>2011</creationdate><topic>Bridge piers</topic><topic>Bridges (structures)</topic><topic>Earthquake design</topic><topic>in-plane behavior</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>modeling</topic><topic>Piers</topic><topic>Plates (structural members)</topic><topic>rigid framed steel bridge pier</topic><topic>Seismic engineering</topic><topic>seismic performance</topic><topic>Seismic phenomena</topic><toplevel>online_resources</toplevel><creatorcontrib>Matsumura, Masahide</creatorcontrib><creatorcontrib>Hontani, Yukiyasu</creatorcontrib><creatorcontrib>Kitada, Toshiyuki</creatorcontrib><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of Structural Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Matsumura, Masahide</au><au>Hontani, Yukiyasu</au><au>Kitada, Toshiyuki</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Analytical modeling and seismic performance on in-plane behavior of rigid framed steel bridge pier</atitle><jtitle>Journal of Structural Engineering</jtitle><addtitle>Kozo Kogaku Ronbunshu. 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| fulltext | fulltext |
| identifier | EISSN: 1881-820X |
| ispartof | Journal of Structural Engineering, A, 2011, Vol.57A, pp.94-103 |
| issn | 1881-820X |
| language | chi ; jpn |
| recordid | cdi_proquest_miscellaneous_1671253990 |
| source | J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese; Alma/SFX Local Collection |
| subjects | Bridge piers Bridges (structures) Earthquake design in-plane behavior Mathematical analysis Mathematical models modeling Piers Plates (structural members) rigid framed steel bridge pier Seismic engineering seismic performance Seismic phenomena |
| title | Analytical modeling and seismic performance on in-plane behavior of rigid framed steel bridge pier |
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