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CSU Team Investigates Earthquake Retrofits on Soft First-Floor Buildings

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A team of researchers led by Colorado State University engineering professor John van de Lindt has spent the last month shaking a four-story building in San Diego to learn how to make structures with first-floor garages better withstand seismic shocks.

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“Earthquakes are particularly damaging to buildings with open spaces at street level because they collapse; the first-floor parking makes the building structurally weak and soft,” van de Lindt says. “There are tens of thousands of these multifamily buildings throughout California and much of the U.S., making this a serious safety issue.”

Since July, the team has successfully tested a variety of earthquake retrofits on a full-scale, 44,000-sq-ft building built specifically for the tests. The structure—three stories above an open first floor—has survived three of four simulated seismic events of increasing strength on the shake table at the University of California San Diego.

“The larger shakes have damaged the building, but with the retrofits in place, it is still structurally safe enough for occupancy,” van de Lindt says. The final test, which the team expects will collapse the building, is set for Aug. 17.

Van de Lindt, the George T. Abell Professor in Infrastructure in the CSU College of Engineering in Fort Collins, obtained a $1.24-million grant from the National Science Foundation for the research. His team is working in conjunction with Rensselaer Polytechnic Institute, Cal-Poly Pomona, Western Michigan University and Clemson University. Numerous industry partners, including Simpson Strong-Tie and the Forest Products Laboratory, and several other government entities are also collaborating on the tests.

The research is being done as part of the Network for Earthquake Engineering Simulation in the NSF’s shared facility at UCSD.

Buildings in Need of Retrofit


The buildings most vulnerable to earthquakes are wood-frame structures with a weak and soft first stories and large openings for shop windows or parking on the first floor—common in buildings constructed throughout California in the 1920s and 1930s. They have horizontal wood siding, hardwood floors and gypsum wallboard in place of plaster on the upper three floors.

Some of the retrofits being tested were designed in accordance with FEMA P-807 guidelines. This standard was selected because it is approximately equal to the requirements of San Francisco’s mandatory retrofit ordinance, signed into law in April on the 107th anniversary of the devastating 1906 San Francisco earthquake.

The law requires buildings with “soft-story” conditions to complete retrofits over the next several years. This includes approximately 2,800 buildings in San Francisco, many built before 1978; however, it is clear there are many more throughout Los Angeles and the rest of California.

Different Systems Tested


The CSU research is testing a retrofit using a relatively new material—cross-laminated timber. The first retrofit test consisted of eight 2-ft-wide rocking walls with plywood on the underside of the second floor diaphragm attached with a number of Simpson Strong-Tie straps and clips. The cross-laminated timber is provided by Innovative Timber Solutions-Smartwoods based in Whitefish, Mont.

The first test series simulated temblors up to 50% MCE, or  maximum credible earthquake.
The second series tested a retrofit with a Simpson-Strong-Tie moment frame in accordance with the FEMA P-807 guidelines, and the third a more extensive steel special moment frame and anchor tied-down system, also by Simpson Strong-Tie.

The fourth system, using viscous fluid damper frames similar to car shocks, is being tested the week of Aug. 12 and will be in place for the ultimate test.

Van de Lindt studies how to improve structures, particularly dwellings, to survive natural disasters from tsunamis and hurricanes to earthquakes and even tornadoes. Along with Simpson Strong-Tie and other partners, he successfully led the world’s largest earthquake shake table test in Japan in 2009. That test showed that midrise wood-frame buildings can be built to withstand major earthquakes.

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