Statistical and Mechanistic Fragility Analysis of Concrete Bridges/ (Registro nro. 11198)
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| 000 -CABECERA | |
|---|---|
| Campo de control de longitud fija | 03192 a a2200241 04500 |
| 001 - NÚMERO DE CONTROL | |
| Campo de control | 12585 |
| 003 - IDENTIFICADOR DE NÚMERO DE CONTROL | |
| Campo de control | CoBo-ECI |
| 005 - FECHA Y HORA DE LA ÚLTIMA TRANSACCIÓN | |
| Campo de control | 20230127111108.0 |
| 008 - CAMPO FIJO DE DESCRIPCIÓN FIJA--INFORMACIÓN GENERAL | |
| Campo de control de longitud fija | 150722b xxu||||| |||| 00| 0 eng d |
| 020 ## - ISBN (INTERNATIONAL STANDARD BOOK NUMBER) | |
| ISBN | ISSN 1520295X |
| 082 0# - NÚMERO DE LA CLASIFICACIÓN DECIMAL DEWEY | |
| Número de clasificación Decimal | 693.852 |
| Número de documento (Cutter) | S445s |
| 100 40 - ENCABEZAMIENTO PRINCIPAL--NOMBRE PERSONAL | |
| Nombre de persona | Shinozuka, M. |
| 9 (RLIN) | 14654 |
| 245 0# - TÍTULO PROPIAMENTE DICHO | |
| Título | Statistical and Mechanistic Fragility Analysis of Concrete Bridges/ |
| Mención de responsabilidad, etc. | M. Shinozuka; Swagata Banerjee and Sang Hoon Kim |
| 260 4# - PUBLICACIÓN, DISTRIBUCIÓN, ETC (PIE DE IMPRENTA) | |
| Lugar de publicación, distribución, etc. | Buffalo, N.Y.: |
| Nombre del editor, distribuidor, etc. | Multidisciplinary Center for Earthquake Engineering Research, |
| Fecha de publicación, distribución, etc. | 2007 |
| 300 ## - DESCRIPCIÓN FÍSICA | |
| Extensión | 000 |
| 520 4# - RESUMEN, ETC. | |
| Nota de sumario, etc. | This report elaborates on the seismic performance of reinforced concrete (RC) bridges subject to earthquake ground motion by integrating probabilistic, statistical and mechanistic aspects of bridge damageability in the form of two-parameter lognormal fragility curves. To simulate general patterns of the progressive nature of bridge damage and failure mechanisms, the study performs nonlinear time history analyses of typical California RC bridges by finite element method (FEM). The analyses demonstrate that under normal conditions, the most prominent bridge damage that is first observed after a significant earthquake is the formation of plastic hinges at the ends of bridge columns. Therefore, damage due to pounding of girders at expansion joints, unseating of bridge decks and shear failure of bridge columns are considered but not as governing failure modes in this study. Another purpose of these finite element method (FEM) analyses is to simulate the enhancement of bridge fragility characteristics due to seismic retrofit, primarily because neither empirical nor experimental results are available to evaluate such enhancements. In addition, these FEM analyses develop fragility curves with and without retrofit. The main purpose of these FEM analyses is to develop analytical fragility curves without retrofit that can be calibrated with empirical fragility curves. In the process of calibration, intervals of rotational ductility values that represent states of bridge damage are adjusted to form contiguous intervals over the one-dimensional space of rotational ductility. If the rotational ductility is between upper and lower bounds in one of the intervals, the bridge is assumed to have suffered from the state of damage corresponding to the rotational ductility specified by that interval. This calibration is made for each bridge separately, although it is envisioned to perform combined calibration to derive common damage states for all types of bridges. Nonlinear static procedure is also performed to assess seismic vulnerability of the bridge and results from these two methods are in agreement. The effect of ground motion directionality on bridge fragility characteristics is demonstrated, indicating that directionality may significantly influence bridge seismic damageability |
| 650 ## - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| Nombre de materia o nombre geográfico como elemento de entrada | PUENTES ANTISISMICOS |
| 9 (RLIN) | 14527 |
| 650 ## - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| Nombre de materia o nombre geográfico como elemento de entrada | PUENTES |
| Subdivisión geográfica | -FALLAS ESTRUCTURALES |
| 9 (RLIN) | 15366 |
| 650 ## - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| 9 (RLIN) | 2725 |
| Nombre de materia o nombre geográfico como elemento de entrada | CONCRETO REFORZADO |
| 710 #2 - ENCABEZAMIENTO SECUNDARIO--NOMBRE CORPORATIVO | |
| 9 (RLIN) | 15365 |
| Nombre corporativo o de jurisdicción como elemento de entrada | Multidisciplinary Center for Earthquake Engineering Research. MCEER |
| 942 ## - ELEMENTOS KOHA | |
| Fuente de clasificación o esquema de ordenación en estanterías | |
| Koha tipo de item | LIBRO - MATERIAL GENERAL |
| Disponibilidad | Mostrar en OPAC | Fuente de clasificación o esquema | Tipo de Descarte | Estado | Código de colección | Localización permanente | Localización actual | Fecha adquisición | Proveedor | Forma de Adq | Precio normal de compra | Datos del ítem (Volumen, Tomo) | Préstamos totales | Signatura completa | Código de barras | Fecha última consulta | Número de ejemplar | Coste, precio de reemplazo | Propiedades de Préstamo KOHA | Programa Académico |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Préstamo Normal | Colección / Fondo / Acervo / Resguardo | Bodega | Bodega | 2007-01-22 | Dr. Eduardo Silva | Donación | 76000.00 | Ej. 1 | 693.852 S445s | 018251 | 2015-05-26 | 1 | 56540.57 | LIBRO - MATERIAL GENERAL | Ingeniería Civil |
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