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PRJ-2487 | Undergraduate Research Experience (REU), NHERI 2019: Seismic Tests of Self-Centering CLT Shear Wall with Floor Diaphragm and Gravity Load System
Cite This Data:
Clay, A., A. Amer, R. Sause, J. Ricles (2019). Undergraduate Research Experience (REU), NHERI 2019: Seismic Tests of Self-Centering CLT Shear Wall with Floor Diaphragm and Gravity Load System. DesignSafe-CI. https://doi.org/10.17603/ds2-nfdp-xe86

Authors; ; ;
Data Type(s)None
Date of Publication2019-08-06
Awards
NSF, Natural Hazards Engineering Research Infrastructure, Network Coordination Office | 1612144
KeywordsATLSS Engineering Research Center, Lehigh University, Experimental, Cross-Laminated Timber, CLT, Self-Centering CLT Wall, Instrumentation, Seismic Testing
DOI10.17603/ds2-nfdp-xe86
License
 Creative Commons Attribution
Description:

Participated in a research team experimentally investigating the behavior of Self-Centering Cross-Laminated Timber walls at Lehigh University's Advanced Technology for Large Structural Systems lab. Investigation included limit states of the walls under both in-plane and bidirectional seismic lateral loading, as well as interaction with other structural components such as the floor diaphragm, gravity load system, and collector beam. Pre-test checks, testing procedures and preliminary test results are presented in this paper.

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