Structural damage evaluation of multi-story timber-steel hybrid structures through shake table tests

Simple item page
dc.contributor.authorLi Z
dc.contributor.authorWang X
dc.contributor.authorHe M
dc.contributor.authorOu J
dc.contributor.authorLi M
dc.contributor.authorLuo Q
dc.contributor.authorDong H
dc.date.accessioned2020-11-26T22:14:04Z
dc.date.available2020-11-26T22:14:04Z
dc.date.issued2020en
dc.date.updated2020-09-28T19:48:15Z
dc.description.abstractTimber-based hybrid structures provide a prospective solution for utilizing environmentally friendly timber material in the construction of mid-rise or high-rise structures. This study mainly focuses on structural damage evaluation for a type of timber-steel hybrid structures, which incorporate prefabricated light wood frame shear walls into steel moment-resisting frames (SMRFs). The structural damage of such a hybrid structure was evaluated through shake table tests on a four-story large-scale timber-steel hybrid structure. Four ground motion records (i.e., Wenchuan earthquake, Canterbury earthquake, El-Centro earthquake, and Kobe earthquake) were chosen for the tests, with the consideration of three different probability levels (i.e., minor, moderate and major earthquakes) for each record. During the shake table tests, the hybrid structure performed quite well with visual damage only to wood shear walls. No visual damage in SMRF and the frame-to-wall connections was observed. The correlation of visual damage to seismic intensity, modal-based damage index and inter-story drift was discussed. The reported work provided a basis of knowledge for performance-based seismic design (PBSD) for such timber-based hybrid structures.en
dc.identifier.citationLi Z, Wang X, He M, Ou J, Li M, Luo Q, Dong H (2020). Structural damage evaluation of multi-story timber-steel hybrid structures through shake table tests. Journal of Performance of Constructed Facilities.en
dc.identifier.issn0887-3828
dc.identifier.urihttps://hdl.handle.net/10092/101287
dc.language.isoen
dc.rightsAll rights reserved unless otherwise stateden
dc.rights.urihttp://hdl.handle.net/10092/17651en
dc.subjectTimber hybrid structureen
dc.subjectShake table testen
dc.subjectDamage assessmenten
dc.subjectDamage indexen
dc.subjectInter-story driften
dc.subject.anzsrc0905 Civil Engineeringen
dc.subject.anzsrc0915 Interdisciplinary Engineeringen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineeringen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400511 - Timber engineeringen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400510 - Structural engineeringen
dc.titleStructural damage evaluation of multi-story timber-steel hybrid structures through shake table testsen
dc.typeJournal Articleen
uc.collegeFaculty of Engineering
uc.departmentCivil and Natural Resources Engineering
Files
Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
Manuscript- accepted.pdf
Size:
569.58 KB
Format:
Adobe Portable Document Format
Description:
Accepted version
Download
Collections
Engineering: Journal Articles