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008 150717b xxu||||| |||| 00| 0 eng d
082 0 _a624.2
_bS445f
100 1 _aShinozuka, M
_914654
245 0 _aFragility Considerations in Highway Bridge Design/
_cM. Shinozuka; S. Banerjee and S. H. Kim
260 4 _aNew York:
_bUniversity at Buffalo
_c2007
300 4 _a174 p.
490 _aTechnical report (Multidisciplinary Center for Earthquake Engineering Research (U.S.);
_vMCEER 07-0023
504 4 _aIncluye bibliografía p. 111
520 4 _aThis report integrates statistical and analytical methods for the prediction of seismic performance of highway transportation networks. For this purpose, an integrated framework involving the structural engineering module of multilayer simulation scheme is developed. This module is a key component of the performance simulation of such spatially distributed systems. In the analysis, it is assumed that bridges are the only components of the network system vulnerable to earthquake ground motion. Bridge seismic damageability at various damage conditions is expressed in the form of fragility curves associated with the states of minor, moderate, major and collapse damage, mechanistically defined in terms of the extent of ductility rotation of bridge columns at the bottom and top. This report demonstrates the application of fragility curves in the performance-based seismic design of bridges. On the basis of statistical and analytical tools discussed here, a design acceptance criterion is suggested that can verify the target performance level of a newly designed bridge under a prescribed level of seismic hazard.
650 _aPUENTES
_95767
650 _914656
_aVULNERABILIDAD SISMICA
_zESTUDIO DE CASOS
_vESTUDIO DE CASOS
650 _9118
_aINGENIER√ćA CIVIL
650 _92656
_aCARRETERAS
_zINFRAESTRUCTURA
_xINFRAESTRUCTURA
700 1 _aBanerjee, S
_aKim, S. H.
_914658
942 _2ddc
_cBK
999 _c11311
_d11311