Incremental dynamic analysis
Incremental dynamic analysis (IDA) is a parametric analysis method that has recently emerged in several different forms to estimate more thoroughly structural performance under seismic loads. It involves subjecting a structural model to one (or more) ground motion record(s), each scaled to multiple...
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| Veröffentlicht in: | Earthquake engineering & structural dynamics 2002-03, Vol.31 (3), p.491-514 |
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| container_title | Earthquake engineering & structural dynamics |
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| creator | Vamvatsikos, Dimitrios Cornell, C. Allin |
| description | Incremental dynamic analysis (IDA) is a parametric analysis method that has recently emerged in several different forms to estimate more thoroughly structural performance under seismic loads. It involves subjecting a structural model to one (or more) ground motion record(s), each scaled to multiple levels of intensity, thus producing one (or more) curve(s) of response parameterized versus intensity level. To establish a common frame of reference, the fundamental concepts are analysed, a unified terminology is proposed, suitable algorithms are presented, and properties of the IDA curve are looked into for both single‐degree‐of‐freedom and multi‐degree‐of‐freedom structures. In addition, summarization techniques for multi‐record IDA studies and the association of the IDA study with the conventional static pushover analysis and the yield reduction R‐factor are discussed. Finally, in the framework of performance‐based earthquake engineering, the assessment of demand and capacity is viewed through the lens of an IDA study. Copyright © 2001 John Wiley & Sons, Ltd. |
| doi_str_mv | 10.1002/eqe.141 |
| format | Article |
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Allin</creator><creatorcontrib>Vamvatsikos, Dimitrios ; Cornell, C. Allin</creatorcontrib><description>Incremental dynamic analysis (IDA) is a parametric analysis method that has recently emerged in several different forms to estimate more thoroughly structural performance under seismic loads. It involves subjecting a structural model to one (or more) ground motion record(s), each scaled to multiple levels of intensity, thus producing one (or more) curve(s) of response parameterized versus intensity level. To establish a common frame of reference, the fundamental concepts are analysed, a unified terminology is proposed, suitable algorithms are presented, and properties of the IDA curve are looked into for both single‐degree‐of‐freedom and multi‐degree‐of‐freedom structures. In addition, summarization techniques for multi‐record IDA studies and the association of the IDA study with the conventional static pushover analysis and the yield reduction R‐factor are discussed. Finally, in the framework of performance‐based earthquake engineering, the assessment of demand and capacity is viewed through the lens of an IDA study. 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Allin</creatorcontrib><title>Incremental dynamic analysis</title><title>Earthquake engineering & structural dynamics</title><addtitle>Earthquake Engng. Struct. Dyn</addtitle><description>Incremental dynamic analysis (IDA) is a parametric analysis method that has recently emerged in several different forms to estimate more thoroughly structural performance under seismic loads. It involves subjecting a structural model to one (or more) ground motion record(s), each scaled to multiple levels of intensity, thus producing one (or more) curve(s) of response parameterized versus intensity level. To establish a common frame of reference, the fundamental concepts are analysed, a unified terminology is proposed, suitable algorithms are presented, and properties of the IDA curve are looked into for both single‐degree‐of‐freedom and multi‐degree‐of‐freedom structures. In addition, summarization techniques for multi‐record IDA studies and the association of the IDA study with the conventional static pushover analysis and the yield reduction R‐factor are discussed. Finally, in the framework of performance‐based earthquake engineering, the assessment of demand and capacity is viewed through the lens of an IDA study. Copyright © 2001 John Wiley & Sons, Ltd.</description><subject>collapse capacity</subject><subject>demand</subject><subject>incremental dynamic analysis</subject><subject>limit-state</subject><subject>non-linear dynamic analysis</subject><subject>performance-based earthquake engineering</subject><issn>0098-8847</issn><issn>1096-9845</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2002</creationdate><recordtype>article</recordtype><recordid>eNp1z09LwzAYx_EgCs4pvgEPO-lBOp_8aZIeZeyfDmUwELyELH0C1bbbkg3Xd2-l4s3T7_LhB19CrikMKQB7wB0OqaAnpEchk0mmRXpKegCZTrQW6pxcxPgBAFyC6pGbee0CVljvbTnIm9pWhRvY2pZNLOIlOfO2jHj1u32ymoxXo1myeJ3OR4-LxPFM0ITZnCEXcq3YOqOeO87RM6aFU44JoFbna8-ElDyXqRbMZykFiUAl5NJ63ie33e02bHYHjHtTFdFhWdoaN4domEqVAqZbeNdBFzYxBvRmG4rKhsZQMD_xpo03bXwr7zv5VZTY_MfMeDnudNLpIu7x-Kdt-DRScZWat5epWY6eJrPn96nR_BtXwWdl</recordid><startdate>200203</startdate><enddate>200203</enddate><creator>Vamvatsikos, Dimitrios</creator><creator>Cornell, C. 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In addition, summarization techniques for multi‐record IDA studies and the association of the IDA study with the conventional static pushover analysis and the yield reduction R‐factor are discussed. Finally, in the framework of performance‐based earthquake engineering, the assessment of demand and capacity is viewed through the lens of an IDA study. Copyright © 2001 John Wiley & Sons, Ltd.</abstract><cop>Chichester, UK</cop><pub>John Wiley & Sons, Ltd</pub><doi>10.1002/eqe.141</doi><tpages>24</tpages></addata></record> |
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| identifier | ISSN: 0098-8847 |
| ispartof | Earthquake engineering & structural dynamics, 2002-03, Vol.31 (3), p.491-514 |
| issn | 0098-8847 1096-9845 |
| language | eng |
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| source | Wiley Online Library - AutoHoldings Journals |
| subjects | collapse capacity demand incremental dynamic analysis limit-state non-linear dynamic analysis performance-based earthquake engineering |
| title | Incremental dynamic analysis |
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