https://scholars.lib.ntu.edu.tw/handle/123456789/172463
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.author | Lin, Jui-Liang | en |
dc.contributor.author | Tsai, Keh-Chyuan | en |
dc.contributor.author | Yang, Wen-Chia | en |
dc.creator | Lin, Jui-Liang; Tsai, Keh-Chyuan; Yang, Wen-Chia | - |
dc.date | 2012 | en |
dc.date.accessioned | 2012-10-13T09:34:31Z | - |
dc.date.accessioned | 2018-07-09T21:47:47Z | - |
dc.date.available | 2012-10-13T09:34:31Z | - |
dc.date.available | 2018-07-09T21:47:47Z | - |
dc.date.issued | 2012 | - |
dc.identifier.issn | 87552930 | - |
dc.identifier.uri | http://ntur.lib.ntu.edu.tw//handle/246246/242394 | - |
dc.identifier.uri | https://www.scopus.com/inward/record.uri?eid=2-s2.0-84863136444&doi=10.1193%2f1.3672425&partnerID=40&md5=83c886b5c8d114cfc97fbcf9c6b11b4c | - |
dc.description.abstract | It has been found that any one vibration "mode" of an inelastic multistory two-way asymmetrical building structure can be represented by a three-degreeof-freedom (3DOF) modal system representing two modal translations and one modal rotation. This study introduces the inelastic response spectra constructed from the inelastic 3DOF modal systems, which is specifically useful for multistory two-way asymmetric-plan buildings subjected to bidirectional ground excitations. These spectra for asymmetrical structures (SAS) provide the threecomponent inelastic peak modal responses of multistory two-way asymmetricplan buildings subjected to bidirectional ground excitations. In order to construct the SAS, the independent elastic parameters of the 3DOF modal systems were identified and the inelastic 3DOF modal parameters versus the strength ratio relationships were established. The parametric study of the 3DOF modal parameters showed the ranges and the variation trends of these parameters. Two example buildings are analyzed to verify the effectiveness of the above-mentioned investigations. © 2012, Earthquake Engineering Research Institute. | - |
dc.language | en | en |
dc.language.iso | en_US | - |
dc.relation | Earthquake Spectra, 28(1), 105-139 | en |
dc.relation.ispartof | Earthquake Spectra | en_US |
dc.subject.other | Composite beams and girders; Asymmetrical structures; Building structure; Elastic parameters; Ground excitation; Inelastic response; Inelastic response spectrum; Modal parameters; Parametric study; Modal analysis; elastic property; ground motion; multistorey building; seismic response; spectral analysis; vibration | - |
dc.title | Inelastic Responses of Two-Way Asymmetric-Plan Structures under Bidirectional Ground Excitations-Part I: Modal Parameters | en |
dc.type | journal article | en |
dc.identifier.doi | 10.1193/1.3672425 | en |
dc.identifier.scopus | 2-s2.0-84863136444 | - |
dc.relation.pages | 105-139 | - |
dc.relation.journalvolume | 28 | - |
dc.relation.journalissue | 1 | - |
dc.identifier.uri.fulltext | http://ntur.lib.ntu.edu.tw/bitstream/246246/242394/-1/52.pdf | - |
item.fulltext | with fulltext | - |
item.openairetype | journal article | - |
item.languageiso639-1 | en_US | - |
item.openairecristype | http://purl.org/coar/resource_type/c_6501 | - |
item.grantfulltext | open | - |
item.cerifentitytype | Publications | - |
crisitem.author.dept | Civil Engineering | - |
crisitem.author.parentorg | College of Engineering | - |
顯示於: | 土木工程學系 |
在 IR 系統中的文件,除了特別指名其著作權條款之外,均受到著作權保護,並且保留所有的權利。