Table of Contents
FRONTMATTER
EXECUTIVECOMMITTEE
HIGHWAYSSUBCOMMITTEEONBRIDGESANDSTRUCTURES
PANELMEMBERSFORNCHRPPROJECT20-7/262
WORKINGGROUPMEMBERS
PREFACETOSECONDEDITION,1999
PREFACETOTHIRDEDITION,2010
1-APPLICABILITY
2-DEFINITIONSANDNOTATION
3-SEISMICHAZARD
4-DESIGNRESPONSESPECTRUM
5-SEISMICZONES
6-RESPONSEMODIFICATIONFACTOR(R)
7-ANALYSISPROCEDURES
8-DESIGNPROPERTIESOFISOLATIONSYSTEM
9-CLEARANCES
10-DESIGNFORCESFORSEISMICZONE1
11-DESIGNFORCESFORSEISMICZONES2,3,AND4
12-OTHERREQUIREMENTS
13-REQUIREDTESTSOFISOLATIONSYSTEMS
14-ELASTOMERICBEARINGS
15-ELASTOMERICBEARINGS-CONSTRUCTION
16-SLIDINGBEARINGS-DESIGN
17-SLIDINGBEARINGS-CONSTRUCTION
18-OTHERISOLATIONSYSTEMS
19-REFERENCES
APPENDIXA-PROPERTYMODIFICATIONFACTORS,LAMBDA
A.1-SLIDINGISOLATIONSYSTEMS
A.2-ELASTOMERICBEARINGS Abstract
Defines major changes in the way seismic hazard is now defined in the United States, as well as changes in the state of the art of seismic isolation design for highway bridges.
