Computational analysis and design of bridge structures / (Registro nro. 18166)
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| 000 -CABECERA | |
|---|---|
| Campo de control de longitud fija | 08807cam a2200229 i 4500 |
| 001 - NÚMERO DE CONTROL | |
| Campo de control | 18193680 |
| 005 - FECHA Y HORA DE LA ÚLTIMA TRANSACCIÓN | |
| Campo de control | 20190718110648.0 |
| 008 - CAMPO FIJO DE DESCRIPCIÓN FIJA--INFORMACIÓN GENERAL | |
| Campo de control de longitud fija | 140619s2015 flua b 001 0 eng |
| 020 ## - ISBN (INTERNATIONAL STANDARD BOOK NUMBER) | |
| ISBN | 9781466579842 (hardback : acidfree paper) |
| 082 00 - NÚMERO DE LA CLASIFICACIÓN DECIMAL DEWEY | |
| Número de clasificación Decimal | 624.25 |
| Número de edición DEWEY | 23 |
| Número de documento (Cutter) | F949c |
| 100 1# - ENCABEZAMIENTO PRINCIPAL--NOMBRE PERSONAL | |
| Nombre de persona | Fu, C. C. |
| Forma más completa del nombre | (Chung C.) |
| 9 (RLIN) | 29938 |
| 245 10 - TÍTULO PROPIAMENTE DICHO | |
| Título | Computational analysis and design of bridge structures / |
| Mención de responsabilidad, etc. | Chung C. Fu, Shuqing Wang. |
| 260 3# - PUBLICACIÓN, DISTRIBUCIÓN, ETC (PIE DE IMPRENTA) | |
| Lugar de publicación, distribución, etc. | Boca Raton, FL (USA): |
| Nombre del editor, distribuidor, etc. | CRC Press, |
| Fecha de publicación, distribución, etc. | 2015 |
| 300 ## - DESCRIPCIÓN FÍSICA | |
| Extensión | xxiii, 607 p.: |
| Otros detalles físicos | il., gráficas, fotografías; |
| Dimensiones | 24 cm. |
| 504 ## - NOTA DE BIBLIOGRAFÍA, ETC. | |
| Bibliografía, etc. | Incluye bibliografía e indices |
| 505 ## - NOTA DE CONTENIDO FORMATEADA | |
| Nota de contenido con formato preestablecido | Part I<br/><br/>General<br/><br/>Introduction<br/><br/>History of bridges<br/><br/>Bridge types and design process<br/><br/>Loads and load factors<br/><br/>Current development of analysis and design of bridges<br/><br/>Outlook on analysis and design of bridges<br/><br/>Approximate and refined analysis methods<br/><br/>Introduction<br/><br/>Various bridge structural forms<br/><br/>Approximate analysis methods<br/><br/>Plane frame analysis method<br/><br/>Refined analysis methods<br/><br/>Different types of bridges with their selected mathematical modeling<br/><br/>Numerical methods in bridge structure analysis<br/><br/>Introduction<br/><br/>Finite element method<br/><br/>Automatic time incremental creep analysis method<br/><br/>Influence line/surface live loading method<br/><br/>Part II<br/><br/>Bridge behavior and modeling<br/><br/>Reinforced concrete bridges<br/><br/>Introduction<br/><br/>Concrete and steel material properties<br/><br/>Behavior of nonskewed/skewed concrete beam–slab bridges<br/><br/>Principle and modeling of concrete beam–slab bridges<br/><br/>2D and 3D illustrated examples: Three-span continuous skewed concrete slab bridges<br/><br/>2D and 3D illustrated examples: RC T-beam bridge<br/><br/>3D illustrated examples: Skewed simple-span transversely post-tensioned adjacent precast-concrete slab bridges—Knoxville Bridge, Frederick, Maryland<br/><br/>Prestressed/post-tensioned concrete bridges<br/><br/>Prestressing basics<br/><br/>Principle and modeling of prestressing<br/><br/>2D illustrated example of a prototype prestressed/post-tensioned concrete bridge in the United States<br/><br/>3D illustrated example of a double-cell post-tensioning concrete bridge—Verzasca 2 bridge, Switzerland<br/><br/>3D illustrated example of US23043 precast prestressed concrete beam bridge—Maryland<br/><br/>Illustrated example of a three-span prestressed box-girder bridge<br/><br/>Illustrated example of long-span concrete cantilever bridges—Jiangsu, People’s Republic of China<br/><br/>Curved concrete bridges<br/><br/>Basics of curved concrete bridges<br/><br/>Principle and modeling of curved concrete bridges<br/><br/>Spine model illustrated examples of Pengpo Interchange, Henan, People’s Republic of China<br/><br/>Grillage model illustrated examples—FHWA Bridge No. 4 185<br/><br/>3D finite element model illustrated examples—NCHRP case study bridge<br/><br/>Straight and curved steel I-girder bridges<br/><br/>Behavior of steel I-girder bridges<br/><br/>Principle and modeling of steel I-girder bridges<br/><br/>2D and 3D illustrated example of a haunched steel I-girder bridge—MD140 Bridge, Maryland<br/><br/>2D and 3D illustrated example of a curved steel I-girder bridge—Rock Creek Trail Pedestrian Bridge, Maryland<br/><br/>2D and 3D illustrated example of a skewed and kinked steel I-girder bridge with straddle bent<br/><br/>2D and 3D illustrated example of a global and local modeling of a simple-span steel I-girder bridge—I-270 Middlebrook Road Bridge, Germantown, Maryland<br/><br/>Straight and curved steel box girder bridges<br/><br/>Behavior of steel box girder bridges<br/><br/>Principle and modeling of steel box girder bridges<br/><br/>2D and 3D illustrated examples of a straight box girder bridge<br/><br/>2D and 3D illustrated examples of a curved box girder bridge—Metro bridge over I495, Washington, DC<br/><br/>2D and 3D illustrated examples of three-span curved box girder bridge—Estero Parkway Bridge, Lee County, Florida<br/><br/>Arch bridges<br/><br/>Introduction<br/><br/>Construction of arch bridges<br/><br/>Principle and analysis of arch bridges<br/><br/>Modeling of arch bridges<br/><br/>3D illustrated example of construction analyses—Yajisha Bridge, Guangzhou, People’s Republic of China<br/><br/>3D illustrated example of a proposed tied-arch bridge analyses—Linyi, People’s Republic of China<br/><br/>3D illustrated example of an arch bridge—Liujiang Yellow River Bridge, Zhengzhou, People’s Republic of China<br/><br/>Steel truss bridges<br/><br/>Introduction<br/><br/>Behavior of steel truss bridges<br/><br/>Principle and modeling of steel truss bridges<br/><br/>3D illustrated example—Pedestrian pony truss bridge<br/><br/>2D illustrated example—Tydings Bridge, Maryland<br/><br/>3D illustrated example—Francis Scott Key Bridge, Maryland<br/><br/>3D illustrated examples—Shang Xin Bridge, Zhejiang, People’s Republic of China<br/><br/>Cable-stayed bridges<br/><br/>Basics of cable-stayed bridges<br/><br/>Behavior of cable-stayed bridges<br/><br/>Construction control<br/><br/>Principle and modeling of cable-stayed bridges<br/><br/>Illustrated example of Sutong Bridge, Jiangsu, People’s Republic of China<br/><br/>Illustrated example with dynamic mode analysis of Panyu Bridge, Guangdong, People’s Republic of China<br/><br/>Illustrated example with dynamic mode analysis of long cables with crossties<br/><br/>Suspension bridges<br/><br/>Basics of suspension bridges<br/><br/>Construction of suspension bridges<br/><br/>Behavior of suspension bridges<br/><br/>Principle and modeling of suspension bridges<br/><br/>3D illustrated example of Chesapeake Bay Suspension Bridge, Maryland<br/><br/>Part III<br/><br/>Special topics of bridges<br/><br/>Strut-and-tie modeling<br/><br/>Principle of strut-and-tie model<br/><br/>Hand-calculation example of STM<br/><br/>2D illustrated example 1—Abutment on pile<br/><br/>2D illustrated example 2—Walled pier<br/><br/>2D illustrated example 3—Crane beam<br/><br/>2D/3D illustrated example 4—Hammerhead Pier of Thomas Jefferson Bridge<br/><br/>2D illustrated example 5—Integral bent cap<br/><br/>Alternate compatibility STM and 2D illustrated example 6—Cracked deep bent cap<br/><br/>Stability<br/><br/>Basics of structural stability<br/><br/>Buckling<br/><br/>FEM approach of stability analysis<br/><br/>3D illustrated example with linear buckling analysis of a pony truss, Pennsylvania<br/><br/>3D illustrated example with linear buckling analysis of a standard simple arch rib<br/><br/>3D illustrated example with linear buckling analysis of a proposed tied-arch bridge—Linyi, People’s Republic of China<br/><br/>3D illustrated example with nonlinear stability analysis of a cable-stayed bridge, Jiangsu, People’s Republic of China<br/><br/>Redundancy analysis<br/><br/>Basics of bridge redundancy<br/><br/>Principle and modeling of bridge redundancy analysis<br/><br/>3D example with redundancy analysis of a pony truss, Pennsylvania<br/><br/>3D redundancy analysis under blast loading of a PC beam bridge, Maryland<br/><br/>3D analysis under blast loading of a steel plate girder bridge, Maryland<br/><br/>Integral bridges<br/><br/>Basics of integral bridges<br/><br/>Principle and analysis of IABs<br/><br/>Modeling of IABs<br/><br/>Illustrated example of a steel girder bridge in soil spring finite element model<br/><br/>Illustrated example of a steel girder bridge in 3D soil continuum finite element model<br/><br/>Dynamic/earthquake analysis<br/><br/>Basics of dynamic analysis<br/><br/>Principle of bridge dynamic analysis<br/><br/>Modeling of bridge for dynamic analysis<br/><br/>3D illustrated example of earthquake analysis by SPA, MPA, and NL-THA—FHWA Bridge No. 4536<br/><br/>3D illustrated example of a high-pier bridge subjected to oblique incidence seismic waves—Pingtang bridge, People’s Republic of China<br/><br/>Bridge geometry<br/><br/>Introduction<br/><br/>Roadway curves<br/><br/>Curve calculations<br/><br/>Curve and surface tessellation<br/><br/>Bridge deck point calculations<br/><br/>Precast segmental bridge geometry control<br/><br/>Trend of bridge computer modeling and visualization<br/><br/>References<br/><br/>Index |
| 520 ## - RESUMEN, ETC. | |
| Nota de sumario, etc. | Las estructuras de puentes varían considerablemente en la forma, tamaño, complejidad e importancia. Los métodos para su análisis y diseño computacional de la gama aproximada de análisis refinado, y la rápida mejora de la tecnología informática ha hecho que los métodos más refinados y complejos de análisis más común. Los principales métodos de análisis y técnicas de modelado correspondientes figuran, principalmente para puentes de carreteras, sino también con un poco de información sobre los puentes ferroviarios. temas especiales, tales como el modelado de bielas y tirantes, lineal y no lineal análisis de pandeo, análisis de redundancia, puentes integrales, análisis dinámico / terremoto, y la geometría del puente también están cubiertos. El material es en gran parte de código independiente. El libro está escrito para los estudiantes, especialmente a nivel de maestría, y para la práctica de los profesionales de las oficinas de diseño de puentes y autoridades diseño de puentes en todo el mundo. |
| 650 #0 - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| Nombre de materia o nombre geográfico como elemento de entrada | PUENTES |
| Subdivisión general | DISEÑO Y CONSTRUCCIÓN |
| -- | PROCESAMIENTO DE DATOS |
| 9 (RLIN) | 5767 |
| 650 #0 - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| 9 (RLIN) | 316 |
| Nombre de materia o nombre geográfico como elemento de entrada | TECNOLOGÍA E INGENIERÍA |
| Fuente del encabezamiento o término | bisacsh |
| 700 1# - ENCABEZAMIENTO SECUNDARIO--NOMBRE PERSONAL | |
| Nombre de persona | Wang, Shuqing |
| Títulos u otras palabras asociadas al nombre | (Highway engineer) |
| 9 (RLIN) | 29939 |
| 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 | Localización en estanterías | Fecha adquisición | Proveedor | Forma de Adq | Precio normal de compra | Datos del ítem (Volumen, Tomo) | Número de Inventario | Préstamos totales | Renovaciones totales | Signatura completa | Código de barras | Prestado | Fecha última consulta | Fecha último préstamo | Número de ejemplar | Coste, precio de reemplazo | Propiedades de Préstamo KOHA | Programa Académico |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Préstamo Normal | Colección General | Biblioteca Jorge Álvarez Lleras | Biblioteca Jorge Álvarez Lleras | Fondo general | 2016-04-13 | Libreria Medica Celsus-860091403-OC21705 | Compra | 506000.00 | Ej. 1 | BIB0001802 | 7 | 11 | 624.25 F949c | 024976 | 2021-05-15 | 2021-01-30 | 2021-01-30 | 1 | 506000.00 | LIBRO - MATERIAL GENERAL | Maestría en Ingeniería Civil |
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