Design, analysis, and seismic performance of a hypothetical seismically isolated bridge on legacy highway.
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2011-01-01
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Edition:Final report; 11/2007 - 01/2011.
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Abstract:The need to maintain the functionality of critical transportation lifelines after a large seismic event motivates the ; strategy to design certain bridges for performance standards beyond the minimum required by bridge design codes. ; To design a bridge to remain operational, one may stiffen and strengthen the load carrying members to increase the ; capacity, or alternatively use response modification devices such as seismic isolators to shift the dynamic ; characteristics of the bridge, henceforth reducing the seismic demands. Seismic isolation systems are attractive ; because they are directly conducive to accelerated bridge construction techniques. The two strategies are compared ; for a typical Utah highway bridge, using a three-span, pre-stressed concrete girder bridge that crosses Legacy ; Highway as a case study example. The existing Legacy Bridge, which was designed as a Standard bridge for a 2500- ; year return period earthquake, is evaluated as an Essential bridge for a 1000-year return period earthquake. ; Subsequently, this bridge is redesigned and evaluated as a seismically isolated bridge. Configuration changes needed ; to accommodate a seismic isolation system are discussed, and reductions to column and foundation elements are ; proposed. Example seismic isolator designs are provided for several different types of isolation systems commonly ; used in the United States. Inspection and maintenance practices for seismically isolated bridges are discussed.
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Main Document Checksum:urn:sha-512:9e654e33ca46cce989d5bd35bfc3611a42edc6c511ee1a3ff77521758a9dfdf856b0ee2943f7bbf5ed34f322af83ad1f03c1e3af661574fc0d7f61d946234a1d