Seismic Performance Assessment and Retrofit of Non-Ductile RC Frames with Infill Walls (NEES-2007-0422)

By Benson Shing, Sarah Billington, Kaspar William

Version 1.0

License

DOI

10.7277/PQZW-TF39

Category

Uncategorized

Published on

Aug 24, 2017

Abstract

Title: Seismic Performance Assessment and Retrofit of Non-Ductile RC Frames with Infill Walls (NEES-2007-0422)

Year Of Curation: 2012

Description: The data presented here is from a collaborative research project carried out by researchers from the University of California at San Diego, Stanford University, and the University of Colorado at Boulder. The research objectives were two-fold. One was to develop rational and reliable analytical methods, such as refined computational models and simplified analysis methods, for assessing the seismic performance of masonry-infilled RC frames, and the other was to develop effective seismic retrofit techniques to strength and improve the performance of non-ductile RC frame structures infilled with unreinforced masonry. For the latter objective, a retrofit technique using an Engineered Cementitious Composite (ECC) overlay on unreinforced masonry infill walls was developed and evaluated. In one shake-table test specimen, the effectiveness of using a Glass Fiber Reinforced Polymeric (GFRP) overlay was investigated as well. The retrofit schemes and analytical tools were validated with experimental data obtained from small- and large-scale frame specimens representing 1920-era construction in California. These tests are summarized as follows and a complete set of the test data is available at this site.

Award: http://www.nsf.gov/awardsearch/showAward?AWD_ID=0530709

PIs & CoPIs: Benson Shing, Sarah Billington, Kaspar William

Dates: October 09, 2006 - October 12, 2010

Organizations: Stanford University, CA, United States,    University of California, San Diego, CA, United States,    University of Colorado at Boulder, CO, United States

Facilities: Stanford University, CA, United States,University of California, San Diego, CA, United States,University of Colorado at Boulder, CO, United States

Sponsor: NSF - 0530709 

Keywords: non-ductile RC frames, masonry infill, seismic performance, seismic retrofit, seismic strengthening

Publications: 
"Numerical Analysis of Masonry-Infilled Reinforced Concrete Frames Subjected to Seismic Loads and Experimental Evaluation of Retrofit Techniques"
"Analytical and Experimental Study of Seismic Performance of Reinforced Concrete Frames Infilled with Masonry Walls"
"Numerical Analysis of Masonry-Infilled Reinforced Concrete Frames Subjected to Seismic Loads and Experimental Evaluation of Retrofit Techniques" 

Cite this work

  • Benson Shing, Sarah Billington, Kaspar William (2017), "Seismic Performance Assessment and Retrofit of Non-Ductile RC Frames with Infill Walls (NEES-2007-0422)," https://datacenterhub.org/deedsdv/publications/view/370.

Keywords

non-ductile RC frames, masonry infill, Seismic Performance, seismic retrofit, seismic strengthening