Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/69636
Registo completo
Campo DC | Valor | Idioma |
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dc.contributor.author | Barbosa, Andre R. | por |
dc.contributor.author | Rodrigues, Leonardo Filipe Guilherme | por |
dc.contributor.author | Sinha, Arijit | por |
dc.contributor.author | Higgins, Christopher | por |
dc.contributor.author | Zimmerman, Reid B. | por |
dc.contributor.author | Breneman, Scott | por |
dc.contributor.author | Pei, Shiling | por |
dc.contributor.author | Van De Lindt, John | por |
dc.contributor.author | Berman, Jeffrey | por |
dc.contributor.author | McDonnell, Eric | por |
dc.date.accessioned | 2021-01-25T11:02:58Z | - |
dc.date.issued | 2021-04 | - |
dc.identifier.citation | Barbosa, A. R., Rodrigues, L. G., Sinha, A., Higgins, C., Zimmerman, R. B., Breneman, S., Pei, S., van de Lindt, J. W., Berman, J., and McDonnell, E. (2021). “Shake-table experimental testing and performance of topped and untopped cross-laminated timber diaphragms.” Journal of Structural Engineering, 147(4), 04021011 | por |
dc.identifier.issn | 0733-9445 | por |
dc.identifier.uri | https://hdl.handle.net/1822/69636 | - |
dc.description.abstract | This paper presents the behavior of floor diaphragms of a shake-table experiment of a full-scale two-story mass-timber building structure. The structure consists of glued-laminated timber beams and columns, while floors and walls were designed and built making use of cross-laminated timber panels. Two different floor systems were designed, where the roof consists of a topped CLT-concrete composite system, while the floor level consists of un-topped CLT panels connected with plywood single surface splines. The CLT floor systems were designed to remain essentially elastic over the whole series of shake-table tests, which included testing of three lateral force resisting systems tested at three different seismic intensity levels (service level, design basis, and maximum considered earthquake) for a total of 34 shake-table earthquake tests. Results from the testing indicate that CLT diaphragms designed to remain essentially elastic based on basic principles of structural mechanics and existing test data can achieve desired seismic performance objectives. In addition, sources of over-strength in certain elements of the diaphragm need to be explicitly considered for a holistic diaphragm design. | por |
dc.description.sponsorship | The second author would also like to acknowledge the support of Oregon State University during the period in which he was a visiting PhD student, at this institution. Additional thanks to Simpson Strong-Tie and DR Johnson for support. This research project was also supported by the National Science Foundation through a number of collaborative awards, including CMMI 1636164, CMMI 1634204, CMMI 1635363, CMMI 1635227, CMMI 1635156, and CMMI 1634628. The use of the NHERI experimental facility is supported by the National Science Foundation’s Natural Hazards Engineering Research Infrastructure (NHERI) Program. The authors would like to especially thank the NHERI at UCSD site management and staff, who helped greatly in the construction and testing program. The authors also would like to acknowledge individual industry collaborators and students who worked on this project, including Sarah Wichman, Jace Furley, Brian DeMeza, Gabriele Tamagnone, Daniel Griesenauer, Ethan Judy, Steven Kordziel, Aleesha Busch, Ali Hansan, Joycelyn Ng, Monica Y. Liu, Ata Mohseni, and Rita Barbosa. The opinions presented herein are solely those of the authors. | por |
dc.language.iso | eng | por |
dc.publisher | American Society of Civil Engineers (ASCE) | por |
dc.relation | USDA Agricultural Research Service in cooperation with the Tallwood Design Institute under the grant number 58-0204-6-002. | por |
dc.relation | Portuguese Science Foundation (FCT) - PhD grant PD/BD/113679/2015 included in InfraRisk-PhD program | por |
dc.rights | restrictedAccess | por |
dc.subject | Cross-laminated timber | por |
dc.subject | CLT-concrete composite floor | por |
dc.subject | Diaphragm design | por |
dc.subject | Resilience | por |
dc.subject | Shake-table test | por |
dc.subject | Cross-laminated timber (CLT) | por |
dc.subject | Cross-laminated timber-concrete composite floor | por |
dc.title | Shake-table experimental testing and performance of topped and untopped cross-laminated timber diaphragms | por |
dc.type | article | - |
dc.peerreviewed | yes | por |
dc.relation.publisherversion | The final publication is available at ascelibrary.org: http://doi.org/10.1061/(ASCE)ST.1943-541X.0002914 | por |
oaire.citationIssue | 4 | por |
oaire.citationVolume | 147 | por |
dc.identifier.eissn | 1943-541X | por |
dc.identifier.doi | 10.1061/(ASCE)ST.1943-541X.0002914 | por |
dc.date.embargo | 10000-01-01 | - |
dc.subject.fos | Engenharia e Tecnologia::Engenharia Civil | por |
dc.subject.wos | Science & Technology | por |
sdum.journal | Journal of Structural Engineering (ASCE) | por |
oaire.version | AM | por |
dc.subject.ods | Cidades e comunidades sustentáveis | por |
Aparece nas coleções: | ISISE - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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Barbosa_et_al_2021.pdf Acesso restrito! | 2,49 MB | Adobe PDF | Ver/Abrir |