YIELD DISPLACEMENT EVALUATION OF RC BUILDINGS EXAMINED BASED ON SHAKING TABLE TEST
Yield displacement is an important parameter that is directly used in computing damping factor of buildings in the Capacity Spectrum Method. In this paper, an evaluation method of a yield displacement of a building is firstly developed so that it can quantitatively consider hysteresis energy absorpt...
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| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2022/05/01, Vol.87(795), pp.464-474 |
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| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
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| creator | ASAI, Tatsuya TESHIGAWARA, Masaomi YOSHIKAWA, Kento KUSUNOKI, Koichi INAI, Eiichi NAGAE, Takuya MARUYAMA, Ippei KAJIWARA, Koichi SAKUTA, Joji OHTA, Tsutomu SUWADA, Haruhiko FUKUYAMA, Hiroshi |
| description | Yield displacement is an important parameter that is directly used in computing damping factor of buildings in the Capacity Spectrum Method. In this paper, an evaluation method of a yield displacement of a building is firstly developed so that it can quantitatively consider hysteresis energy absorption characteristics of structural components. The proposed method is, secondly, examined based on a shaking table test of an 80% scale 5-story RC frame specimen to find the hysteresis damping factor of the specimen estimated following the proposed method can have a good agreement with those obtained based on Sa – Sd hysteresis test results. |
| doi_str_mv | 10.3130/aijs.87.464 |
| format | Article |
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In this paper, an evaluation method of a yield displacement of a building is firstly developed so that it can quantitatively consider hysteresis energy absorption characteristics of structural components. The proposed method is, secondly, examined based on a shaking table test of an 80% scale 5-story RC frame specimen to find the hysteresis damping factor of the specimen estimated following the proposed method can have a good agreement with those obtained based on Sa – Sd hysteresis test results.</description><identifier>ISSN: 1340-4202</identifier><identifier>EISSN: 1881-8153</identifier><identifier>DOI: 10.3130/aijs.87.464</identifier><language>jpn</language><publisher>Tokyo: Architectural Institute of Japan</publisher><subject>Buildings ; Capacity spectrum method ; Damping capacity ; Displacement ; Energy absorption ; Evaluation ; Hysteresis ; Hysteresis damping ; Reinforced concrete building ; Shake table tests ; Shaking table test ; Yield displacement</subject><ispartof>Journal of Structural and Construction Engineering (Transactions of AIJ), 2022/05/01, Vol.87(795), pp.464-474</ispartof><rights>2022, Architectural Institute of Japan</rights><rights>Copyright Japan Science and Technology Agency 2022</rights><lds50>peer_reviewed</lds50><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>314,776,780,1876,27903,27904</link.rule.ids></links><search><creatorcontrib>ASAI, Tatsuya</creatorcontrib><creatorcontrib>TESHIGAWARA, Masaomi</creatorcontrib><creatorcontrib>YOSHIKAWA, Kento</creatorcontrib><creatorcontrib>KUSUNOKI, Koichi</creatorcontrib><creatorcontrib>INAI, Eiichi</creatorcontrib><creatorcontrib>NAGAE, Takuya</creatorcontrib><creatorcontrib>MARUYAMA, Ippei</creatorcontrib><creatorcontrib>KAJIWARA, Koichi</creatorcontrib><creatorcontrib>SAKUTA, Joji</creatorcontrib><creatorcontrib>OHTA, Tsutomu</creatorcontrib><creatorcontrib>SUWADA, Haruhiko</creatorcontrib><creatorcontrib>FUKUYAMA, Hiroshi</creatorcontrib><title>YIELD DISPLACEMENT EVALUATION OF RC BUILDINGS EXAMINED BASED ON SHAKING TABLE TEST</title><title>Journal of Structural and Construction Engineering (Transactions of AIJ)</title><addtitle>J. Struct. Constr. Eng.</addtitle><description>Yield displacement is an important parameter that is directly used in computing damping factor of buildings in the Capacity Spectrum Method. In this paper, an evaluation method of a yield displacement of a building is firstly developed so that it can quantitatively consider hysteresis energy absorption characteristics of structural components. 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Struct. Constr. Eng.</addtitle><date>2022-05-01</date><risdate>2022</risdate><volume>87</volume><issue>795</issue><spage>464</spage><epage>474</epage><pages>464-474</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>Yield displacement is an important parameter that is directly used in computing damping factor of buildings in the Capacity Spectrum Method. In this paper, an evaluation method of a yield displacement of a building is firstly developed so that it can quantitatively consider hysteresis energy absorption characteristics of structural components. The proposed method is, secondly, examined based on a shaking table test of an 80% scale 5-story RC frame specimen to find the hysteresis damping factor of the specimen estimated following the proposed method can have a good agreement with those obtained based on Sa – Sd hysteresis test results.</abstract><cop>Tokyo</cop><pub>Architectural Institute of Japan</pub><doi>10.3130/aijs.87.464</doi><tpages>11</tpages><oa>free_for_read</oa></addata></record> |
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| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese |
| subjects | Buildings Capacity spectrum method Damping capacity Displacement Energy absorption Evaluation Hysteresis Hysteresis damping Reinforced concrete building Shake table tests Shaking table test Yield displacement |
| title | YIELD DISPLACEMENT EVALUATION OF RC BUILDINGS EXAMINED BASED ON SHAKING TABLE TEST |
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