he flaw is widespread in China, Latin America, Turkey and other
countries. The buildings have too many "partial-height" walls between
structural columns and could be easily strengthened by replacing some
windows with ordinary masonry bricks, said Santiago Pujol, an assistant
professor of civil engineering at Purdue.
Partial-height walls do not extend all the way to the ceiling,
sometimes causing structural columns to fail during powerful quakes.
The strengthening would not only be low-cost but also easy to install,
Pujol said.
"There are countries where there is a huge gap between the building
codes and what is actually being built," he said. "Sure, government
enforcement is lax, but I would like to think that if we engineers made
the standards easier to apply they would also be easier to enforce.
That's where we have an obligation to find solutions that are simple,
affordable and effective."
The researchers built an entire three-story building inside Purdue's
Robert L. and Terry L. Bowen Laboratory for Large-Scale Civil
Engineering Research in work led by former Purdue civil engineering
doctoral student Damon Fick, who is now an assistant professor in civil
and environmental engineering at the South Dakota School of Mines and
Technology.
The reinforced-concrete structure was subjected to forces simulating
the effects of a strong earthquake by pulling and pushing the building
with six powerful hydraulic "actuators." The six actuators could be
likened to giant car jacks that exerted a total of about 300,000 pounds
of force on the structure.
Findings were detailed in a paper presented in October during the
14th World Conference on Earthquake Engineering in Beijing, China. The
paper was written by Pujol, civil engineer Amadeo Benavent-Climent from
the Department of Structural Mechanics at the University of Granada,
civil engineer Mario E. Rodriguez from the Instituto de Ingenieria in
Mexico City, and civil engineer J. Paul Smith-Pardo from Berger/Abam
Engineers Inc. in Federal Way, Wash.
"The most important result is that we showed that buildings with
partial-height walls, which are very common throughout the world,
especially in schools, can be improved very easily with not a lot of
investment by simply rearranging the masonry walls," Pujol said.
"Granted, this is not the best technology can offer, but this is cheap,
and people can do it with their own hands."
Findings indicated the strengthened building was twice as strong and
six times stiffer than the same structure having only
reinforced-concrete columns but no walls. The building's roof
displacement, or how much it moved at roof-level, was 1.5 percent of
its total height, which is within what could be expected for a building
of similar characteristics during a moderately strong earthquake, Pujol
said.
The researchers also used computational simulations to show that the
reinforced structure would likely have withstood the ground motion
caused by strong earthquakes recorded in the past.
The engineers studied buildings damaged by earthquakes in Turkey in
1999 and 2000 and another earthquake in Peru in 2007. In the Peru
quake, columns located between windows were destroyed in one building,
whereas another building in the immediate vicinity was not seriously
damaged.
"So I was very much intrigued," Pujol said. "Why were the columns in
one building destroyed while a very similar building in the same area
looked fine?"
Thirteen out of 20 columns were destroyed in the damaged building, and no columns failed in the other.
Pujol discovered that the building without serious damage had more
full-height walls completely filling the spaces between columns than
the other building.
He theorized that filling in some of the partial-height walls with
masonry bricks might make vulnerable structures sturdy enough to
prevent collapse during strong earthquakes and decided to test this
hypothesis at the Purdue laboratory.
Fick took on the challenge of precisely controlling all six of the
actuators during testing, which was critical to ensuring the
researchers' safety as the building was pushed and pulled, Pujol said.
Features in the Bowen Laboratory, completed in 2004, include a
testing area with a "strong floor" and 40-foot-high "reaction wall"
containing numerous holes in which to anchor the hydraulic actuators
that apply forces to large-scale structural models.
This work was partially funded by the U.S. Army and the National Science Foundation.