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Cálculo de Puentes Con Csibridge (Tomo I)

May 14, 2019 | Author: angel | Category: Civil Engineering, Structural Engineering, Engineering, Computing And Information Technology, Mathematics
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Cálculo de Puentes Con Aplicacion del Software Csibridge...

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Cálculo de Puentes con CSiBridge

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Cálculo de Puentes con CSiBridge

CÁLL CULO DE PUENTES CÁ PUENTES CON CON CSIBRIDGE (TOMO I)

Con apl plic icaaci ciones ones prá pr áct ctic icaas CARLOS JURADO CABAÑES Doctor Ingeniero de Caminos Canales y Puertos Ingeniero Técnico de Obras Públicas Profesor Titular Universidad Politécnica de Madrid de Resistencia de Materiales, Cálculo de Estructuras y Puentes Escuela Técnica Superior de Ingeniería Civil Profesor de Cálculo de Estructuras con SAP2000

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Cálculo de Puentes con CSiBridge

Foto de la cubierta puente Nanpu (Shanghai, China)/Modelos de elementos finitos realizados con CSIBRIDGE Primera edición septiembre 2017 ©

Carlo los s Jurado Cabañes

Reservados los derechos para todos los países. Ninguna parte de la publicación puede ser reproducida por ningún medio sin previa autorización del autor. ISBN TOMO I: 978-84-697-6247-9 ISBN OBRA COMPLETA: 978-84-697-6246-2

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Cálculo de Puentes con CSiBridge

Indice

CÁLCULO CÁL CULO DE ESTRUCTURAS ESTRUCTURAS CON CSIBRIDGE CSIBRIDGE ÍNDICE TOMO I

CAPÍTULO 1: EVOLUCIÓN DE LOS MÉTODOS NUMÉRICOS DE CÁLCULO CAPÍTULO 2: INTRODUCCIÓN AL PROGRAMA CSIBRIDGE CAPÍTULO 3: MODELOS DE PUENTES PUENTES REALIZADOS CON CSIBRIDGE CSIBRIDGE CAPÍTULO 4: LA PANTALLA PRINCIPAL CAPÍTULO 5: EL MENÚ FILE FILE CAPÍTULO 6: EL MENÚ BRIDGE WIZARD CAPÍTULO 7: EL MENÚ HOME HOME CAPÍTULO 8: EL MENÚ LAYOUT CAPÍTULO 9. EL MENÚ COMPONENTS CAPÍTULO 10. EL MENÚ LOADS CAPÍTULO 11. EL MENÚ BRIDGE CAPÍTULO 12. EL MENÚ ANALYSIS

TOMO II CAPÍTULO 13. EL MENÚ DESIGN/RATING CAPÍTULO 14. EL MENÚ ADVANCED CAPÍTULO 15. REALIZACIONES REALIZACIONES PRÁCTICAS (15.1 a 15.4) 15.4)

TOMO III CAPÍTULO 15. REALIZACIONES REALIZACIONES PRÁCTICAS (15.5 a 15.9) 15.9) REFEREN REFE RENCIAS CIAS BIB BIBLIOGRÁFICAS LIOGRÁFICAS

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Cálculo de Puentes con CSiBridge

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Cálculo de Puentes con CSiBridge

Indice

INDICE  

Pág.

TOMO I PRÓLOGO DEL AUTOR CAPÍTULO 1: EVOLUCIÓN DE LOS MÉTODOS MÉTODOS NUMÉRICO NUMÉRICOS S DE CÁLCULO

1.1. 1.2. 1.3. 1.4.

1

Introducción . Evolución del Cálculo Estructural 1 Del Re Renacimiento al al si siglo XIX. Fundamento de las bases científicas 3 La Ingen Ingenierí ieríaa Estruct Estructural ural en los los siglos siglos XIX y XX. XX. Los Méto Métodos dos Clásic Clásicos os de de Análisis 6 Métodos de discretización. El Método de los Elementos Finitos 13

CAPÍTULO 2: INTR INTRODUC ODUCCIÓN CIÓN AL PROGRAMA PROGRAMA CSiBri CSiB ridge dge

2.1. Introducción 2.2. Capacidades de CSiBridge 2.2.1. Plantillas parametrizadas 2.3. Realización del modelo 2.3. 2. 3.1. 1. Ba Basse de dat ato os Inter erac acttiva (I (In nte tera ract ctiv ive e Da Data ta Base Ed Edititin ingg) 2.3.2. Asistente para crear y editar el modelo (Bridge Wi Wizzard) 2.3.3. Trazado de los ejes del puente (Layout Lines) 2.3. 2. 3.44. Mo Moddel elad ado o Par aram amét étri ricco de pu pue ent ntes es (B (Brrid idg ge Obje ject ct Mod odel el)) 2.3.5. 2.3. 5. Super Superestru estructura ctura.. Secció Sección n Parame Parametriz trizada ada del tabl tablero ero (Deck Secti Section) on) 2.3.6. Subestructura 2.3.6.1. Estribos (Abutment) 2.3.6.2. Pilas (Bents) 2 3 6 3 Diafragmas (Diaphragms)

19 19 23 23 26 26 27 28 29 30 31 31 31 32

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Cálculo de Puentes con CSiBridge

Indice

2.4.6. Tendones (Tendon Objects) 41 2.4.7. Elementos Shell o Elementos de Área (Area Objects) 42 2.4.8. Sólidos (Solid Objects) 43 2.4.9. Puentes Esviados y Curvos 44 2.4.10. Elementos de Conexión (Links) 45 2.4.11. Rótulas (Hinges) 46 2.4.12. Muelles (Springs) 47 2.5. ACCIONES EN CSiBridge 48 2.5.1. 2.5. 1. Vehí Vehículos culos y Clase Clasess de Vehí Vehículos culos (Vehi (Vehicles cles and Vehi Vehicle cle Class Classes) es) 48 2.5.2. Patrones de Carga (Load Patterns) 49 2.5.3. 2.5. 3. Carga Cargass Puntuales, Puntuales, Lineale Linealess y de Área (Point, (Point, Line Line and Area Loads Loads)) 50 2.5.4. Temperature (Temperatura) 51 2.6. Análisis 52 2.6.1. Tipos de Análisis 52 2.6.2. Ca C argas Móviles (Moving Loads) 53 2.6.3. Pandeo (Buckling) 54 2.6.4. Análisis del efecto P-Delta (P-Delta Effect) 55 2.6.5. Análisis Pushover (Pushover Analysis) 56 2.6.6. Análisis Dinámico (Dynamic Analysis) 57 2.6.7. Análisis Dinámico mediante Time History (Time History Analysis) 58 2.6.8. Análisis Dinámico Dinámico mediante Espectro de Respuesta (Response Spectra Analysis) 59 2.6.9. Solicitaciones Armónicas (Steady State) 60 2.6.10. Fl Fluencia y Retracción (Creep and Shrinkage) 61 2.6.11. Análisis Fu F uerza-Objetivo (Target-Force) 62 2.6.12. Pr Procesos Evolutivos (Time Dependent Process) 63

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Cálculo de Puentes con CSiBridge

2.9.2. 2.9. 2. Di Diag agra rama mass de De Desp spla laza zami mien ento toss (D (Dis ispl plac acem emen entt Di Diag agra rams ms)) 2.9.3. Diagramas de Esfuerzos (Force Diagrams) 2.9.4. Ca Cargas Móviles (Movil Loads) 2.9.5. Superficies de Influencia (Influence Surfaces) 2.9.6. Vídeos de Cargas Móviles (Videos of Moving Loads) 2.10. Informes y Memorias de Cálculo 2.11. Herramientas en CSiBridge 2.11.1. Optimizador de Cargas (Load Optimizer) 2.11.2. Di Diseñador de Secciones (Section Designer) 2.11.3. Importar y Exportar (Import and Export) CAPÍTULO 3: MODELOS DE PUENTES REALIZADOS CON CSIBRIDBE

3.1. 3.2. 3.3. 3.4. 3.5. 3. 5. 3.6. 3. 6. 3.7. 3. 7. 3.8. 3.9. 3.10. 3.11. 3.12. 3.13. 3.14.

Introducción Puente pérgola en Cantoblanco para el AVE Madrid-Valladolid Estructura E-2 en Cantoblanco para el AVE Madrid-Valladolid Estructura E-3 en Cantoblanco para el AVE Madrid-Valladolid Viad Vi aduc ucto to so sobr bre e el ar arro royo yo de dell Co Coso so pa para ra el AV AVE E Ma Madr drid id-V -Val alla lado dolilidd Puen Pu ente te pé pérg rgol ola a so sobr bre e la au auto toví vía a AA-23 231 1 pa para ra el AV AVE E Ma Madr drid id-V -Val alla lado dolilidd Viad Vi aduc uctto so sobr bre e el Cam amin ino o de Sa Sant ntia iago go pa para ra el AV AVE E Ma Madr drid id-V -Val alla lado dolilidd Viaducto sobre el río Cea para el AVE Madrid-Valladolid Paso Superior de Fauna 302.3 para el AVE Madrid-Valladolid Viaducto sobre el Charcón para el AVE Madrid-Valladolid Viaducto sobre el Cevico para el AVE Madrid-Valladolid Viaducto sobre el Madrazo para el AVE Madrid-Valladolid Paso Superior 8.5 para el AVE Madrid-Valladolid Puente sobre el río Guadamez en Valdetorres (CHG)

Indice

72 73 74 75 76 77 78 78 79 80 81 81 81 84 85 86 88 91 95 97 98 100 101 102 103

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Cálculo de Puentes con CSiBridge

4.3.2.2. Concrete Box Girder. Ext. Girders Sloped 4.3.2.3. Concrete Box Girder. Ext. Girders Cliped 4.3.2.4. Concrete Box Girder. Ext. Girders with Radius 4.3.2.5. Concrete Box Girder. Ext. Girders Sloped Max. 4.3.2.6. Concrete Box Girder. AASTHO-PCI-ASBI Standard 4.3.2.7. Concrete Box Girder. Advanced 4.3.2.8. Precast Concrete I Girder. 4.3.2.9. Precast Concrete U Girder. 4.3.2.10. Steel I Girder 4.3.2.11. Steel U Girder 4.3.2.12. Concrete T Beam 4.3.2.13. Concrete Flat Slab 4.3.2.14. Concrete Solid Girder 4.3.3. 4.3. 3. Segme Segmental ntal Bridg Bridge e (Pue (Puente nte Segm Segm.o .o por Vola Voladizo dizoss Suces Sucesivos ivos)) 4.3.3.1. Concrete Box Girder AASTHO-PCI-A 4.3.3.2. Concrete Box Girder. Ext. Girders Sloped 4.3.4. Suspension Bridge (Puente Colgante) 4.3.5. Cable Stayed Bridge (Puente Atirantado) 4.3.6. Caltrans BAG 4.3.7. Beam (Viga) 4.3.8. 2D Trusses (Celosías Planas) 4.3.9. 2D Frames (Pórticos Planos) 4.3.10. 3D Frames (Pórticos Espaciales) 4.3.11. Blank (Blanco) 4.3.12. Grid Only (Solo Malla) 4.3.13. 3D Trusses (Celosías Espaciales)

Indice

112 113 113 114 114 115 115 116 116 117 117 118 118 119 120 120 121 122 124 125 126 130 133 137 138 141

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Cálculo de Puentes con CSiBridge

CAPÍTULO 5: EL MENÚ FILE

5.1. 5.2. 5.3. 5.4. 5.5. 5.6. 5.7.

Indice

191

El menú File 191 Open (Abrir Modelo) 192 Safe /Safe As (Guardar / Guardar como) 192 Import (Importar) 193 Export (Exportar) 194 Batch File Control (C (Control de Archivos Batch) 195 Print (Imprimir) Pr 195 5.7.1. Print Graphics (Imprimir Gráficos) 196 5.7.2. Pr P rint Tables (Imprimir Tablas) 196 5.7.3. Print Setup (Configurar Impresora) 197 5.8. Report (informe) 197 5.8.1. Cr Create Report (Crear Informe) 198 5.8.2. Report Setup (Configurar Informe) 198 5.8.3. Advanced Report Wr Wriiter (Editor de Informe mess Avanzado) 199 5.9. Pictures (Vídeos) 199 5.9.1. Bitmap Entire Screen (Bitmap Pantalla Entera) 200 5.9.2. Bitmap Main Window (Bitmap Ventana Principal) 200 5.9.3. Bitmap Current Window with Title Bar (Bitmap (Bitmap Ventana Ventana Actual con Barra de Títulos) 201 5.9.4. Bitmap Current Current Window without Title Bar (Bitmap Ventana Ventana Actual sin Barra de Títulos) 201 5.9.5. Metafile (Archivos Metafile .emf) 202 5.9.6. Create Multi Step Animation Video (Crear Video de Animación) 202 5.9.7. Create Ciclic Animation Video (Crear Video de Animación Cíclico 203 5.10. Se S ettings (Configuration) 203

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Cálculo de Puentes con CSiBridge

5.10.9. Menú (Menú) 5.11. Language (Lenguaje) CAPÍTULO 6: EL MENÚ BRIDGE WIZARD

6.1 6.2 6.3 6.4 6.5 6.6. 6.7. 6.8. 6.9. 6.10. 6.11. 6.12. 6.13. 6.14.

El menú Bridge Wizard (El Asistente de Modelado) Paso 1: Introducción Paso 2: Línea de Referencia (Layout Line) Paso 3: Propiedades Básicas Paso 4: Propiedades de Componentes del Puente Paso 5: Definición del Objeto Puente Paso 6: Definiciones de Variaciones Paramétricas Paso 7: Asignación de Objetos al Puente Paso 8: Actualización del Modelo Vinculado Paso 9: Definiciones de Carriles y Vehículos Paso 10: Definiciones de Funciones Paso 11: Patrones de Carga P aso 12. Casos de Carga Pa Paso 13. Resultados de los Casos de Carga Móvil

Indice

209 210 211 211 212 213 214 217 227 229 230 242 243 246 250 250 252

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Cálculo de Puentes con CSiBridge

7.5 7.6

Indice

7.4.8. EI EI Properties (Propiedades EI) 7.4.9. As Assignments (Asignaciones) 7.4.10. Groups (Grupos) 7.4.11. Labels (Etiquetas)

268 269 270 270

7.4.12. All (Todo)

270

Deselect (Des-Seleccionar) 271 More (Más Opciones de Selección) 271 7.6.1. Select Using Tables (Seleccionar usando Tables) 272 7.6.2. Invert Selection (Invertir Selección) 272 7.7. Display (Mostrar) 273 7.7.1. 7.7. 1. Show Unde Undeforme formed d Shap Shape e (Most (Mostrar rar Geome Geometría tría no Defor Deformada) mada) 274 7.7.2. Show Bridge Superstructure Forces Forces / Stresses (Mostrar (Mostrar Diagramas de Fuerzas / Tensiones) 274 7.7.3. Show Frame / Cable / Tendon Force Diagram (Mostrar Diagramas Diagramas de solicitaciones en Objetos Frame /Cable / Tendon) 277 7.7.4. Show Shell Force/Stress Force/Stress Plots Plots (Mostrar Dibujos Dibujos de de Solicitaciones/Tensiones en elementos Shell) 278 7.7.5. Named Display (Presentación con Nombre) 279 7.7. 7. 7.6. 6. Sh Show ow Def efo orm rmed ed Sha hap pe (M (Mos osttra rarr Ge Geom omet etrí ría a De Defo form rmad ada) a) 280 7.7.7. Mo More (Más Opciones de Display) 281

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Indice

7.7.7.3. 7.7. 7.3. Show Miscellaneo Misce llaneous us Object Object Assignment Assig nmentss (Mostrar (Mostrar Asignaciones Diversas a Objetos) 288 7.7.7.3.1. Joint (Nudo) 289 7.7.7.3.2. Frame (Barra) 289 7.7.7.3.3. Tendon (Tendón) 290 7.7.7.3.4. Area (Área) 290 7.7.7.3.5. Solid (Sólido) 291 7.7.7.3.6. Link (Enlace) 291 7.7.7.4. 7.7. 7.4. Show Miscel Miscellaneo laneous us Element Element Assig Assignment nmentss (Mostrar (Mostrar Asignaciones Diversas a Elementos) 292 7.7.7.4.1. Joint (Nudo) 292 7.7.7.4.2. Frame (Barra) 293 7.7.7.4.3. Tendon (Tendón) 293 7.7.7.4.4. Area (Área) 294 7.7.7.4.5. Solid (Sólido) 294 7.7.7.4.6. Link (Enlace) 295 7.7.7.5. Show Lanes (Mostrar Carriles) 295 7.7.7.6. 7.7. 7.6. Show Stati Staticc Pushover Pushover Curve Curve (Mostra (Mostrarr Curva Estáti Estática ca de Pushover) 296 7.7.7.7. 7.7. 7.7. Show Input/ Input/Log Log Files Files (Mostrar (Mostrar Archivos Archivos Entrada/ Entrada/Regi Registro) stro) 297 297 7 7 7 8 Show Tables (Mostrar Tables) 298

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9.3. 9. 3.

9.4.

Indice

9.2.2.1. Caso 1: Definir Secciones de Acero 325 9.2.2.2. Caso 2: Definir Secciones de Hormigón 333 9.2.2.3. 9.2. 2.3. Caso 3: Otras Secci Secciones ones no no Prismática Prismáticass y Diseñado Diseñadorr e Secciones 342 9.2.3. Cable Properties (Propiedades de los Cables) 347 9.2.4. Tendon Properties (Propiedades de los Tendones) 349 9.2.5. Link Properties (Propiedades de los Enlaces) 350 9.2.6. 9.2. 6. Rebar Size Sizess (Dimen (Dimensione sioness de las Armad Armaduras uras de Refu Refuerzo) erzo) 352 Supe Su pers rstr truc uctu ture re - De Deck ck Se Sect ctio ions ns (S (Sup uper eres estr truc uctu tura ra - Se Secc ccio ione ness de Ta Tabl bler eros os Parametrizadas) 353 9.3.1. Deck Sections (S ( Secciones de Tableros) 354 9.3.1.1. Add New Section (Añadir Nueva Sección) 354 9.3.2. Diaphragms (Diafragmas) 365 9.3.3. Splices (Solapes) 366 9.3.4. Parametric Variations (Variaciones Paramétricas) 367 Substructure - Be Bearings (S (Subestructura – Ap Apoyos) 370 9.4.1. Bearings (Apoyos) 371 9.4.2. Restrainers (Restricciones) 373 9.4.3. Foundation Springs (Muelles de Cimentación) 375 9.4.4. Abutments (Estribos) 377

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10.5.4. Te Tem mperature Gradient (Gradiente de Te Tem mperatura) CAPÍTULO 11: EL MENÚ BRIDGE BRIDGE

Indice

405 409

11.1. El menú Bridge 409 11.2. Bridge Object (Objeto Puente) 410 11.2.1. Br B ridge Object (Objeto Puente) 411 11.2.1.1. Ge General Bridge (P (Puente General) 412 11.2.1.2. Segmental Bridge (Puente (Puente Segmentado o por Voladizos Sucesivos) 440 11.2. 11. 2.2. 2. Spa Spans ns (Va (Vanos nos)) 455 11.2.3. Span Items (Artículos de Vanos) 457 11.2.3.1. Diaphragms (Diafragmas) 457 11.2.3.2. Splices (Solapes) 458 11.2.3.3. Hinges (Rótulas) 458 11.2.3.4. Us User Points (Puntos de Usuario) 459 11.2.4. Supports (Soportes) 459 11.2.4.1. Abutments (Estribos) 460 11.2.4.2. Bents (Pilas) 461 11.2.5. Super Elevation (Superelevación) 461

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CAPÍTULO 12: EL MENÚ ANALYSIS

Indice

471

12.1. El menú Analysis 471 12.2. Load Cases - Al All (T ( Todos los Casos de Carga) 472 12.2.1. All (Todos los Casos de Carga) 474 12.2.2. Static (Carga Estática) 475 12.2.3. 12.2 .3. Nonli Nonlinear near Stag Staged ed Const Constructi ruction on (Secue (Secuencia ncia de Constr Construcció ucciónn no Lineal) 477 12.2.4. Multistep Static (Estático con Pasos Múltiples) 480 12.2.5. Modal (Análisis Modal) 481 12.2.6. Response Spectrum (Espectro de Respuesta) 483 12.2.7. Time History (Historia en el Tiempo) 485 12.2.8. Moving Load (Carga Móvil) 487 12.2.9. Buckling (Pandeo) 489

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Indice

13.2. 13. 2.3. 3. Add Def Defaul aultt Design Design Comb Combos os (Añ (Añadi adirr Combin Combinaci acion ones es de Dise Diseño ño por por Defecto) 510 13.3. Superstructure Design (Diseño de la Superestructura) 513 13.3.1. CODE Preferences (Preferencias de CÓDIGO) 513 13.3.2. Design Request (Requerimientos de Diseño) 515 13.3.3. Run Super (P ( Procesar Su Superestructura) 518 13.3.4. Optimize (Optimizar) 521 13.3.5. Report (Informe) 522 13.4. Seismic Design (Diseño Sísmico) 523 13. 3.44.1. Pu Push shov over er Anal alyysis (M (Mét étod odo o de dell Em Empu puje je In Inccre reme mennta tal) l) 523 13.4 13 .4.2 .2.. Di Dise seño ño Sí Sísm smic ico o Au Auto tomá mátitico co de pue uent ntes es con CS CSiB iBri ridg dgee 5244 52 13.4.3. Preferences (Preferencias) 530 13.4.4. Design Requests (Requerimientos de Diseño) 531 13 4 5 Run Seismic (Correr Diseño Sí Sísmico) 533

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Indice

14.2.2.4. Edit Curved Curved Frame Geometry (Editar elem. Frame Curvos) 556 14.2. 14. 2.2. 2.5. 5. Edi Editt Cab Cable le Geo Geomet metry ry (Ed (Edita itarr Geo Geomet metría ría de Cab Cables les)) 560 14.2.2.6. Edit Tendon Profile (Editar Perfil del Tendón) 561 14.2.3. Areas (Áreas) 563 14.2.3.1. Divide Areas (D (Dividir Áreas) 564 14.2.3.2. Merge Areas (Unir Área) 566 14.2 14 .2..3. 3.3. 3. Ex Expa pan nd /Sh Shri rink nk Ar Are eas (E (Exxpa pand ndir ir /En Enco cogger Ár Área eas) s) 5666 56 14.2.3.4. Add Points to Area Edge Edge (Añadir Nudos al borde del área) área) 567 14.2.3.5. Remove Points to Area Area Edge (Eliminar Nudos del Borde del Área) 567 14.2.4. More (Más opciones con Nudos) 568 14.2.4.1. Un Undo / Redo (Deshacer / Rehacer) 569 14.2.4.2. Cut (Cortar) 569 14 2 4 3 Copy /Paste (Copiar / Pegar) 569

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Indice

14.3. 14. 3.1.1 1.1.2. .2. Difere Diferenci ncias as entre entre los eleme element ntos os tipo tipo Shell, Shell, Membra Membrane ne y Plate 593 14.3. 14. 3.1.1 1.1.3. .3. For Formul mulaci ación ón de ele elem. m. She Shellll y Pla Plate te fin finos os o gru grueso esoss 596 14. 4.33.1. 1.1 1.4 .4.. El Elem emen enttos Ti Tipo po Pla lan ne (E (Ele leme ment ntoos Pl Plaanos os)) 597 14.3. 14. 3.1.1 1.1.5. .5. Ele Elemen mentos tos Tip Tipo o Axi Axisim simétr étrico icoss (El (Eleme ement ntos os Aso Asolid lid)) 598 14.3.1.2. Solid Properties (Propiedades de Sólidos) 599 14.3.1.3. Frequency Dependent Dependent Link (Enlace Dependiente Dependiente de la Frecuencia) 600 14.3.1.4. Hinge Properties (Propiedades de Rótulas) 600 14.3.2. Ma Mass Source (Fuentes de Masa) 605 14.3. 14. 3.3. 3. Coo Coordi rdinat nate e Sys System tems/G s/Grid ridss (Sist (Sistema emass de Coo Coorde rdenad nadas/ as/Gri Grids) ds) 607 14.3.4. Joint Constraints (Restricciones de Nudos) 608 14.3.5. Joint Patterns (P (Patrones de Nudos) 611 14.3.6. Groups (Grupos) 611

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14.4.2. 14.4. 2. Set Res Reshap hape e Obj Object ect Mod Mode e (Es (Estab tablec lecer er Mod Modoo Red Redibu ibujar jar)) 14.4.3. Draw One Joint Link (Dibujar Enlace de un Nudo) 14.4.4. Draw Two Joint Link (Dibujar Enlace de dos Nudos) 14.4 14 .4.5 .5.. Dr Draw aw Fra Frame me/C /Cab able le/T /Ten endo don n (D (Dib ibuj ujar ar Ba Barr rra/ a/Ca Cabl ble/ e/Te Tend ndón ón)) 14.4.5.1. No None (Nada) 14.4 14 .4.5 .5..2. Fi Fixe xed d Le Leng ngth th an and d An Angl gle e (Á (Áng ngul ulo o y Lo Long ngititud ud fifijo jos) s) 14.4.5.3. Fixed dh and dv (dh y dv fijos) 14. 4.44.6. Qu Quic ickk Draw Dr aw Fram Fr ame/ e/Ca Cab ble le//Te Tend ndon on (Dib (D ibuj ujoo Barra/Cable/Tendón) 14.4.6.1. Continuous 14.4 14 .4.7 .7.. Qu Quic ickk Dr Draw aw Br Brac aces es (D (Dib ibuj ujo o Rá Rápi pido do de Ar Arri rios ostr tram amie ient ntos os)) 14.4.7.1. Type X (Tipo X o en Cruz de San Andrés 14.4.7.2. Ty Type Inverted V (Tipo V Invertida) 14 4 7 3 Type V (Tipo en V)

Indice

627 627 628 6288 62 628 6299 62 629 Ráp ápid idoo 629 630 6300 63 630 631 631

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14.5.1.5. Masses (Masas) 14.5.1.6. Local Axes (Ejes Locales) 14.5.1.7. Merge Numbers (Combinar Nudos) 14.5.1.8. Joint Patterns (Patrones de Nudos) 14.5.2. Fr Frames (Elementos Frame) 14.5 14 .5.2 .2.1 .1.. Fr Fram ame e Se Sect ctio ions ns (S (Sec ecci cion ones es de El Elem emen ento toss Fr Fram ame) e) 14.5. 14. 5.2. 2.2. 2. Pro Proper perty ty Mod Modifi ifiers ers (Mo (Modif difica icador dores es de Pro Propie piedad dades) es)

Indice

646 646 647 648 650 6500 65 651

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Indice

14.5.3.7. Area Springs (Muelles de Área) 674 14.5.3.8. Area Mass (Masas de Área) 674 14.5 14 .5.3 .3.9 .9.. Ma Mate teri rial al Te Temp mper erat atur ure e (T (Tem empe pera ratu tura ra de dell Ma Mate teri rial al)) 6755 67 14.5.3.10. Automatic Area Mesh Mesh (Mallado Automático Automático de elementos de Área) 675 14.5.3.11. Edge Releases (Libertades de Borde) 678 14.5.3.12. Generate Edge Constraints (Generar Coacc. de Borde) 679

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Indice

14.5.4 14. 5.4.4 .4.1. .1. Link Link / Support Support Prop Propert erties ies (Prop (Propied iedade adess de Enlace Enlacess /Soportes) 690 14.5.4 14. 5.4.4 .4.2. .2. Fre Freque quency ncy Dep Depend endent ent Lin Linkk Prope Properti rties es (Pr (Propi opieda edades des de Enlaces dependientes de la Frecuencia) 691 14..5.4 14 .4..4. 4.3 3. Pr Prop ope ert rtyy Mod Modiififier er (M (Mod odifific ica ado dorr de de Pro Propi pied edaades) 6922 69 14.5.4.4.4. Local Axes (Ejes Locales) 692 14.5.4.4.5. Reverse Connectivity (Invertir Conectividad) 692 14 5 4 5 Assign to Group (Asignar al Grupo) 693

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14.6.3 14.6 .3..3. Surf Surfac ace e Pres Pressu sure re (As (Asig igna narr Carg Cargas as Pre Presi sión ón Sup Super erfifici cial al)) 7066 70 14.6.3.4. 14.6. 3.4. Pore Press Pressure ure – Plane Plane,, Asolid Asolid (Asig (Asignar nar Carg Cargas as de Presi Presión ón de Poros – Elementos Pl Planos – Sólidos de de Re Revolución) 707 14.6.3.5. Temperature (Asignar Cargas de Temperatura) 708 14.6.3.6. Strain (Asignar Deformaciones Unitarias) 708 14.6.3.7. Rotate (Asignar Cargas por Rotación) 709 14.6.3.8 14.6 .3.8.. Wind Pressur Pressure e Coefficien Coefficients ts (Asignar (Asignar Coeficie Coeficientes ntes de Presió Presiónn de Viento) 709

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14.6.4 14. 6.4.3 .3.6. .6. Vehicl Vehicle e Respons Response e Compone Components nts (Asign (Asignar ar Compon Component entes es de Respuesta de Vehículos) 722 14.6.4.4 14.6 .4.4.. Link / Suppo Support rt Loads Loads (Asignar (Asignar Carg Cargas as a Enlaces Enlaces / Apoy Apoyos) os)723 723 14.6 14 .6.4 .4..4. 4.1. 1. Gr Grav avitityy (A (Asi sign gnar ar Ca Carg rgas as fu func nció iónn de la Gr Grav aved edad ad)) 72 7233 14.6.4 14. 6.4.4 .4.2. .2. Veh Vehicl icle e Respons Response e Compone Components nts (Asign (Asignar ar Compon Component entes es de Respuesta de Vehículos) 723 14.7. Analyze (Analizar) 724 14 7 1 Create Analysis Model (Crear Modelo de Análisis) 724

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14.8.2.5. 14.8. 2.5. Inter Interactiv active e Concrete Concrete Frame Frame Design Design (Diseño (Diseño Intera Interactiv ctivoo de

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PRÓLOGO DEL AUTOR

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Cálculo de Puentes con CSiBridge

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resista tracciones, analizando el fenómeno del despegue mediante la desactivación de los

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Cálculo de Puentes con CSiBridge

Introducción ción al programa prog rama CSIBRI CSIBRIDG DGEE Capítulo 2: Introduc

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