Civil Engineering Reference
In-Depth Information
Main code specifications. Regarding the design earthquakes, it was recognized
that the design rules are constantly changing via new ideas, methods and research.
The SEAOC Seismology Committee continues to review the UBC code with the
intent to improving the recommendations. Each new important earthquake
produces new provisions in UBC editions (Diebold et al, 2008):
Earthquake
UBC Edition
Code improvements
1971 San Fernando 1973-1976 Seismic zone 4 with increased base shear
requirements
1985 Mexico City
1988
Separation of building to avoid pounding
Design of steel columns for maximum axial
forces
Restriction for irregular structures
Ductile detailing of perimeter frames
1987 Whittier
1991
Revision of site coefficients
Narrows
Revision to spectral shape
Increased wall anchorage forces for flexible
diaphragm buildings
1989 Loma Prieta
1991
Increased restrictions on chevron-braced
frames
Limitation on b/t ratios for braced frames
Ductile detailing of piles
1994 Northridge
1997
Restrictions on use of battered piles
Requirements to consider liquefaction
Near-fault zones and corresponding base shear
requirements
Revised base shear equations using 1/ T
Spectral shape
Redundancy requirements
Design for overstrength
More realistic evaluation of design drift
Steel moment connection verification by test.
One can see that the Northridge earthquake, due to the severe damage produced
generated the most important changes in the UBC provisions. Among them, the
effects of near-source earthquakes, especially for strike earthquake types, as
emphasized by the Northridge earthquake, which generated a crucial changing in
seismic design philosophy. The 1997 UBC code is the only code which directly
considers these effects, by increasing the seismic forces in function of the distance
from the fault.
NEHRP was created in 1990, with the mission:
“… to develop and promote knowledge, tools and practice for earthquake risk
reduction, through coordinated multidisciplinary, interagency partnerships among
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