Mitigation of Collapse Risk in Older Concrete Buildings

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Mitigation of
Collapse Risk in
Older Concrete
Buildings
A NEESR Grand Challenge Project
Project Aim
Percentage
100
80
Otani (1999)
60
40
Kobe, 1995
Erzincan, 1992
Luzon, 1990
Mexico City, 1985
20
0
Operational
Heavy
Collapse
Older Concrete Building Damage Rating
Research
Casualties in earthquakes are
concentrated in a few building
types, including older
nonductile concrete. This
project will improve
engineering and policy tools to
target truly dangerous
buildings for mitigation.
• Regional pilot
studies based on
improved
inventories will
define the risk.
• Laboratory and
field experiments
on columns, joints,
and complete soilfoundationstructure systems
will define collapse
tendencies of
existing
construction.
Education and Technology Transfer
The NEES-GC project will
include an undergraduate
student intern program to
engage a diverse group of
students in research activities.
Courtesy PEER Education Program
Working with EERI and ATC,
we have established the
Concrete Coalition to assist in
developing inventory and
policy data and to advocate
risk reduction activities for
older nonductile concrete
buildings.
Concrete
Coalition
Project Team
J Moehle (PI), UC Berkeley; T Anagnos (co-PI), San Jose State
U.; M Comerio (co-PI), UC Berkeley; J Ramirez (co-PI), Purdue
U.; J Stewart (co-PI), UCLA; T Hutchinson, UCSD; R Lopez, U.
Puerto Rico, Mayaguez; A Matamoros, U. Kansas; P May, U.
Washington; K Mosalam, UC Berkeley; J Steele, USC
• Improved collapse
simulation
capabilities will be
developed,
including improved
Advocacy
models
useable in
engineering
EERI,
PEER,
and
practice.
others are
collaborating
on
an
• Exploration of
initiative
to
simple and
promote
risk
inexpensive
reduction
in
older
retrofitting
concrete
buildings.
techniques to
See
Concrete
prevent collapse.
Coalition web site.
Courtesy T. Kabeyasawa
The Pacific Earthquake Engineering Research Center
headquarters at the University of California, Berkeley
for more information see http://peer.berkeley.edu
Poster by J. Moehle (UCB)
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