Rensselaer Researchers To Participate in Seismic Test of Seven-Story Building
Rensselaer Associate Professor Michael
Symans and incoming Dean of Engineering David Rosowsky
are among the team of researchers who will converge in
Japan next week to perform the largest earthquake
simulation ever attempted on a wooden structure. The
multi-university team has placed this seven-story
building on the world’s largest shake table and will
expose it to the force of an earthquake that hits once
but every 2,500 years. Photo Credit: Colorado State
University
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Massive earthquake simulation could lead to
stronger, safer wooden buildings
A destructive earthquake will strike a lone, wooden
condominium in Japan next week, and Rensselaer Polytechnic
Institute Professor Michael Symans will be on site to watch it
happen.
Symans is among the team of researchers who will converge in
the Japanese city of Miki to perform the largest earthquake
simulation ever attempted on a wooden structure. The
multi-university team, led by Colorado State University,
has placed a seven-story building — loaded with sensing
equipment and video cameras — on a massive shake table, and
will expose the building to the force of an earthquake that
hits once every 2,500 years.
The experiment will be Webcast live on Tuesday, July 14 at
11 a.m. EDT at www.nsf.gov/neeswood,
and should yield critical data and insight on how to make
wooden structures stronger and better able to withstand major
earthquakes.
“Right now, wood can’t compete with steel and concrete as
building materials for mid-rise buildings, partly because we
don’t have a good understanding of how taller wood-framed
structures will perform in a strong earthquake,” said Symans,
associate professor in Rensselaer’s Department of Civil and
Environmental Engineering. “With this shaking table test, we’ll
be collecting data that will help us to further the development
of design approaches for such structures, which is one of the
major goals of the project.”
The 1994 magnitude 6.7 earthquake in Northridge, Calif., and
1995 magnitude 6.9 earthquake in Kobe, Japan, clearly
demonstrate the seismic vulnerability of wood-framed
construction, Symans said. The shake table experiment will
offer researchers a chance to better understand how wood reacts
in an earthquake, he said, and the resulting data could lead to
the advancement of engineering techniques for mitigating
earthquake damage.
As the ground shakes, the energy that goes into a building
needs to flow somewhere, Symans said. Typically, a large
portion of this energy is spent moving — and damaging — the
building. There are proven engineering techniques for absorbing
or displacing some of this energy in order to minimize damage,
but the technology for doing so has not yet been thoroughly
evaluated for wooden structures. Next week’s shake should
produce sufficient data to allow the research team to develop
accurate computer models of mid-rise wood buildings, which can
subsequently be used to advance and validate some of these
seismic protection techniques.
As one example, Symans is working on the application of
seismic damping systems for wooden buildings. These systems,
which can be installed inside the walls of most wooden
buildings, include metal bracing and dampers filled with
viscous fluid. A portion of the energy generated by the
earthquake is spent shaking the fluid back and forth in the
dampers, which in turn reduces the energy available to damage
the wall or building structure. Recently completed shaking
table tests at Rensselaer on wooden walls outfitted with such a
damping system have demonstrated the viability of such an
approach to mitigating damage in wooden buildings.
“The system allows a significant portion of the wood-frame
displacement to be transferred to the dampers where the energy
can be harmlessly dissipated,” Symans said. “With dampers in
place, we have a better ability to predict how a structure will
react to and perform during an earthquake.”
In the 1994 Northridge earthquake, all but one of the 25
fatalities caused by building damage occurred in wooden
buildings, and at least half of the $40 billion in property
damage was attributed to wood buildings. The quake resulted in
nearly 50,000 housing units rendered uninhabitable, most of
them wood-framed buildings. The advancement of seismic
protection systems could help to save lives and prevent or
limit damage in similar future earthquakes, Symans said. This
is particularly important considering that most residential
structures in the United States, even in seismically active
areas, have wooden frames.
The Miki shake is the capstone experiment of the four-year
NEESWood project, which receives its primary support from the
U.S. National Science Foundation Network for Earthquake
Engineering Simulation (NEES) Program. NEESWood is led by
Colorado State University, in collaboration with Rensselaer,
the University at Buffalo, the University of Delaware, and
Texas A&M University. One intended end result of NEESWood
is the development of new tools, software, and best practices
that result in building code revisions and allow engineers and
architects to design wooden structures which can better
withstand earthquakes.
The seven-story structure has been built with new seismic
design methods informed by NEESWood research for mid-rise wood
frame construction. The tests in Miki, to be performed at the
Hyogo Earthquake Engineering Research Center, home of the
world’s largest seismic shaking table, will be used to evaluate
the performance of the building and, in turn, the new design
methods.
David Rosowsky, who will join Rensselaer in August as the
new dean of engineering, is also a co-investigator of the
NEESWood project and will attend the shake in Miki next
week.
“NEESWood aims to develop a new seismic design philosophy
that will provide the necessary mechanisms to safely increase
the height of wood-frame structures in active seismic zones of
the United States, as well as mitigate earthquake damage to
low-rise wood-frame structures. When this challenge is
successfully met, mid-rise wood-frame construction will be an
economic option in seismic regions in the United States and
around the world,” said Rosowsky, currently the head of the
Department of Civil Engineering at Texas A&M.
“It’s exciting for Rensselaer to be a part of the
international team participating in the NEESWood project. This
project has already brought tremendous visibility to the School
of Engineering at Rensselaer which, with its geotechnical
centrifuge facility, already is a part of the NEES network of
world-class laboratories for earthquake engineering,” Rosowsky
said.
For more information on earthquake research and simulation
at Rensselaer visit: http://www.nees.rpi.edu/.
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Published
July 9,
2009 |
Contact: Michael Mullaney
Phone: (518) 276-6161
E-mail: mullam@rpi.edu |
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