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PRJ-2518 | Research Experience for Undergraduates (REU), NHERI 2019: Modeling and Seismic Response of a Steel-framed Composite Diaphragm Structure
Cite This Data:
Davis, P., C. Li, C. Uang (2019). Research Experience for Undergraduates (REU), NHERI 2019: Modeling and Seismic Response of a Steel-framed Composite Diaphragm Structure. DesignSafe-CI. https://doi.org/10.17603/ds2-2rwn-2409

Authors; ;
Data Type(s)REU
Date of Publication2019-09-12
Awards
KeywordsLateral Stiffness, Fundamental Frequency, White noise, Static pull, seismic response, modeling, PISA3D, earthquake engineering, shake table, UC San Diego, LHPOST, steel-framed, steel frame, steel framed, composite deck, composite diaphragm, collector beam
DOI10.17603/ds2-2rwn-2409
License
 Open Data Commons Attribution
Description:

In my NHERI REU experience, I participated in a study that produced experimental data on the behavior of steel collector beams under seismic loads. The experimental specimen consisted of a half-scale steel-framed structure with a composite steel-concrete diaphragm. The specimen was tested using UC San Diego's Large High Performance Outdoor Shake Table. Specifically, I developed and calibrated a computer model of the test specimen using the structural analysis software PISA3D. The model reproduced input parameters related to the seismic response prediction of the test specimen within 5% of experimental values.

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