Evaluation of Precast, High-Performance Fiber-Reinforced Concrete Infill Panels for Seismic Retrofit of Steel Frame Buildings: Phase 1 - Cyclic Testing of Single Panel Components
Abstract/Contents
- Abstract
- In this report experimental and analytical results are presented for Phase 1 of 3 in the development of a new seismic retrofit strategy for critical-use, steel moment-frame buildings. A ductile High-Performance Fiber-Reinforced Concrete mix with high strength steel fibers and self-compacting capabilities is utilized to make precast infill panels. In the retrofit, the panels would be bolted into existing steel moment-frame buildings to add stiffness, strength, and energy dissipation. Component level single panel tests with various reinforcement layouts and geometry are conducted and show promising cyclic behavior in terms of hysteretic stability, ductility, energy dissipation, and damage tolerance. A realistic connection detail using Nelson threaded studs is verified. Comparisons are made to nonlinear finite element simulations. Recommendations for future work are given
Description
| Type of resource | text |
|---|---|
| Date created | January 2009 |
Creators/Contributors
| Author | Olsen, C |
|---|---|
| Author | Billington, SL |
Subjects
| Subject | retrofit |
|---|---|
| Subject | steel |
| Subject | fiber concrete |
| Genre | Technical report |
Bibliographic information
| Related item | |
|---|---|
| Location | https://purl.stanford.edu/zq592vx1918 |
Access conditions
- Use and reproduction
- User agrees that, where applicable, content will not be used to identify or to otherwise infringe the privacy or confidentiality rights of individuals. Content distributed via the Stanford Digital Repository may be subject to additional license and use restrictions applied by the depositor.
- License
- This work is licensed under a Creative Commons Attribution 3.0 Unported license (CC BY).
Preferred citation
- Preferred Citation
- Olsen, C and Billington, S. (2009). Evaluation of Precast, High-Performance Fiber-Reinforced Concrete Infill Panels for Seismic Retrofit of Steel Frame Buildings: Phase 1 - Cyclic Testing of Single Panel Components. John A. Blume Earthquake Engineering Center Technical Report 158. Stanford Digital Repository. Available at: http://purl.stanford.edu/zq592vx1918
Collection
John A. Blume Earthquake Engineering Center Technical Report Series
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- jabeec-email@stanford.edu
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