{"id":1243,"date":"2026-04-27T11:56:28","date_gmt":"2026-04-27T11:56:28","guid":{"rendered":"https:\/\/protasoftware.com\/es\/soporte\/manuales-tecnicos\/analisis-sismico-segun-la-nscp-2015-de-filipinas\/"},"modified":"2026-04-27T11:56:28","modified_gmt":"2026-04-27T11:56:28","slug":"analisis-sismico-segun-la-nscp-2015-de-filipinas","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/es\/soporte\/manuales-tecnicos\/analisis-sismico-segun-la-nscp-2015-de-filipinas\/","title":{"rendered":"An\u00e1lisis s\u00edsmico seg\u00fan la NSCP 2015 de Filipinas"},"content":{"rendered":"
\n

Prota<\/span><\/span><\/b>Structure puede calcular cargas s\u00edsmicas conforme al c\u00f3digo s\u00edsmico de Filipinas (NSCP2015), que es una adaptaci\u00f3n de UBC97.<\/span><\/span>
<\/span><\/p>\n


\n <\/span><\/div>\n

Vaya al cuadro de di\u00e1logo An\u00e1lisis del edificio<\/b> > pesta\u00f1a Prean\u00e1lisis<\/b>: 
<\/span><\/span><\/p>\n

    \n
  1. Haga clic en Centro de ajustes <\/b>> C\u00f3digo<\/a>, aparecer\u00e1 la secci\u00f3n > Seleccione C\u00f3digo s\u00edsmico  <\/b> 
    <\/span><\/span><\/li>\n
  2. Haga clic en <\/span>Par\u00e1metro s\u00edsmico <\/span><\/b>para acceder a los par\u00e1metros s\u00edsmicos y ajustes
    <\/span><\/li>\n<\/ol>\n
    \n \n <\/div>\n
    \n
    <\/span>\n <\/div>\n
    <\/p>\n
    \n <\/div>\n
    \n Haga clic en el<\/span> i  <\/span><\/span><\/i><\/b>icono para obtener m\u00e1s informaci\u00f3n y orientaci\u00f3n sobre el par\u00e1metro.<\/span>
    <\/span>
    \n <\/span><\/div>\n

    \n <\/span><\/div>\n
    Aseg\u00farese tambi\u00e9n de leer este art\u00edculo<\/span> Carga S\u00edsmica – Gu\u00eda B\u00e1sica<\/span><\/a>.  <\/span>\n <\/div>\n

    <\/span><\/div>\n

    Par\u00e1metros<\/span><\/span>
    <\/span><\/h2>\n

    \n <\/span><\/div>\n

    \n <\/span>A continuaci\u00f3n se explican las entradas clave de la pesta\u00f1a \u201c<\/span>Par\u00e1metros<\/span><\/b>\u201d:<\/span><\/span>
    \n <\/span><\/div>\n

    \n <\/span><\/div>\n
      \n

      \n <\/span><\/div>\n
    1. \u00c1ngulo del espectro<\/span><\/span><\/b> : es el \u00e1ngulo de las fuerzas s\u00edsmicas aplicadas con respecto a la orientaci\u00f3n de la estructura en planta; medido en sentido antihorario desde la horizontal global. <\/span> <\/span><\/span>Por ejemplo, si un edificio rectangular se modela con un \u00e1ngulo rotado, el \u00e1ngulo del espectro debe cambiarse en consecuencia. <\/span><\/span>
      <\/span><\/li>\n

      \n <\/span><\/div>\n<\/ol>\n

      \n <\/span><\/div>\n
      \n

      \n <\/span><\/div>\n
        \n

        \n <\/span><\/div>\n
      1. Zona s\u00edsmica y Tipo de fuente s\u00edsmica<\/span><\/span><\/b> : el usuario debe seleccionar<\/span><\/span>
        <\/span><\/li>\n

        \n <\/span><\/div>\n<\/ol>\n

        \n <\/span><\/div>\n
          \n

          \n <\/span><\/div>\n
        1. Distancia m\u00e1s cercana a la fuente <\/span><\/span><\/b>: ingrese el valor y presione \u201c<\/span><\/span>Enter<\/span><\/span><\/b>\u201d<\/span><\/span>
          <\/span><\/li>\n

          \n <\/span><\/div>\n<\/ol>\n

          \n <\/span><\/div>\n
            \n

            \n <\/span><\/div>\n
          1. Factores de fuente cercana, Na & Nv<\/span><\/span><\/b> :<\/span>  <\/span><\/span>se actualizan autom\u00e1ticamente seg\u00fan la \u201cDistancia m\u00e1s cercana a la fuente\u201d. Haga clic en \u2018<\/span><\/span>i<\/span><\/span><\/b>\u2019 para obtener informaci\u00f3n detallada y referencia.<\/span><\/span>
            <\/span><\/li>\n

            \n <\/span><\/div>\n<\/ol>\n

            \n <\/span><\/div>\n
              \n

              \n <\/span><\/div>\n
            1. Categor\u00eda de ocupaci\u00f3n<\/span><\/span><\/b> :<\/span>  <\/span><\/span>el usuario debe seleccionar.<\/span><\/span>
              <\/span><\/li>\n

              \n <\/span><\/div>\n<\/ol>\n

              \n <\/span><\/div>\n
                \n

                \n <\/span><\/div>\n
              1. Factor de importancia<\/span><\/span><\/b> se obtiene autom\u00e1ticamente del c\u00f3digo.<\/span><\/span>
                <\/span><\/li>\n

                \n <\/span><\/div>\n<\/ol>\n

                \n <\/span><\/div>\n
                  \n

                  \n <\/span><\/div>\n
                1. Categor\u00eda del sistema<\/span><\/span><\/b> y <\/span>Tipo de sistema estructural<\/span><\/b> : el usuario debe seleccionar para cada direcci\u00f3n 1(X) y 2(Y).<\/span><\/span>
                  <\/span><\/li>\n

                  \n <\/span><\/div>\n<\/ol>\n

                  \n <\/span><\/div>\n
                    \n

                    \n <\/span><\/div>\n
                  1. Factor de comportamiento (R)<\/span><\/span><\/b> y <\/span>Factor de sobrerresistencia (\u03a9<\/span>0<\/span><\/sub>)<\/span><\/b> se obtienen autom\u00e1ticamente de las tablas del c\u00f3digo s\u00edsmico.<\/span><\/span>
                    <\/span><\/li>\n

                    \n <\/span><\/div>\n<\/ol>\n

                    \n <\/span><\/div>\n
                      \n

                      \n <\/span><\/div>\n
                    1. Tipo de suelo (Par\u00e1metros del suelo)<\/span><\/span><\/b> : el usuario debe seleccionar y todos los dem\u00e1s campos <\/span>Ca<\/span><\/b>, <\/span>Cv<\/span><\/b>, <\/span>To<\/span><\/b> & <\/span>Ta<\/span><\/b> se actualizar\u00e1n. <\/span><\/span>
                      <\/span><\/li>\n

                      \n <\/span><\/div>\n<\/ol>\n

                      \n <\/span><\/div>\n
                      \n

                      \n <\/span><\/div>\n

                      <\/p>\n


                      \n <\/span><\/div>\n

                      \n Si un Tipo de sistema estructural <\/span><\/b>seleccionado no est\u00e1 permitido para una <\/span>Zona s\u00edsmica<\/span><\/b> y <\/span>Altura del edificio<\/span><\/b> determinadas, se mostrar\u00e1 un mensaje de advertencia correspondiente.<\/span>\n <\/div>\n

                      <\/span><\/div>\n<\/div>\n<\/div>\n

                      \n

                      An\u00e1lisis
                      <\/span><\/h2>\n

                      \n <\/span><\/div>\n

                      \n <\/span>A continuaci\u00f3n se explican las entradas clave de la pesta\u00f1a \u201c<\/span>An\u00e1lisis<\/span><\/b>\u201d:<\/span><\/span>
                      \n <\/span><\/div>\n

                      \n <\/span><\/div>\n
                        \n

                        \n <\/span><\/div>\n
                      1. Aplicar excentricidad accidental (5%)<\/span><\/span><\/b> :<\/span>  <\/span><\/span>marque para aplicar<\/span><\/span>
                        <\/span><\/li>\n

                        \n <\/span><\/div>\n<\/ol>\n

                        \n <\/span><\/div>\n
                          \n

                          \n <\/span><\/div>\n
                        1. Relaci\u00f3n de amortiguamiento<\/span><\/span><\/b> : valor ingresado por el usuario seg\u00fan el tipo de edificio. Generalmente, 0.05 (5%) para estructuras de hormig\u00f3n y 0.02 (2%) para estructuras de acero. <\/span><\/span>
                          <\/span><\/li>\n

                          \n <\/span><\/div>\n<\/ol>\n

                          \n <\/span><\/div>\n
                            \n

                            \n <\/span><\/div>\n
                          1. N\u00famero de modos horizontales <\/span><\/b> :  valor ingresado por el usuario (valor recomendado = 15<\/b>)<\/span><\/li>\n
                          2. N\u00famero de modos verticales <\/span><\/b> :  valor ingresado por el usuario (valor recomendado = 15<\/b>)<\/span><\/li>\n
                          3. Usar periodos definidos por el usuario en el an\u00e1lisis est\u00e1tico equivalente <\/b>: marque para aplicar e ingrese el periodo en las direcciones X y Y<\/font><\/li>\n

                            \n <\/span><\/div>\n<\/ol>\n

                            \n <\/span><\/div>\n
                            \n

                            \n <\/span><\/div>\n
                            \n

                            \n <\/span><\/div>\n
                            \n

                            \n <\/span><\/div>\n

                            <\/p>\n


                            \n <\/span><\/div>\n

                            \n <\/span>ProtaStructure verificar\u00e1 autom\u00e1ticamente el n\u00famero de modos y emitir\u00e1 una advertencia durante el an\u00e1lisis si no se cumple la participaci\u00f3n de masa acumulada.<\/span>
                            <\/span>
                            \n <\/span><\/div>\n

                            <\/span><\/p>\n


                            \n <\/span><\/div>\n<\/div>\n

                            \n <\/span><\/div>\n<\/div>\n

                            \n <\/span><\/div>\n<\/div>\n

                            \n <\/span><\/div>\n
                              \n

                              \n <\/span><\/div>\n
                            1. Uso o tipo estructural<\/span><\/span><\/b> :<\/span>  <\/span><\/span><\/span>Campo est\u00e1tico que aparece en los informes. El usuario puede escribir lo que desee aqu\u00ed.<\/span><\/li>\n<\/ol>\n

                              Irregularidades estructurales
                              <\/span><\/h2>\n

                              \n <\/span><\/div>\n

                              \n <\/span>A continuaci\u00f3n se presenta la lista de verificaciones de irregularidades en la pesta\u00f1a \u201c<\/span>Irregularidades estructurales<\/span><\/b>\u201d:<\/span><\/span>
                              \n <\/span><\/div>\n

                              \n <\/span><\/div>\n

                              Irregularidades en planta<\/span><\/span><\/u><\/b>
                              <\/span><\/p>\n


                              \n <\/span><\/div>\n
                                \n

                                \n <\/span><\/div>\n
                              1. Irregularidad torsional<\/span><\/span><\/b> : Detectada autom\u00e1ticamente <\/span><\/span>
                                <\/span><\/li>\n

                                \n <\/span><\/div>\n<\/ol>\n

                                \n <\/span><\/div>\n
                                  \n

                                  \n <\/span><\/div>\n
                                1. Discontinuidad de diafragma<\/span><\/span><\/b> : El usuario debe evaluar y verificar si existe<\/span><\/span>
                                  <\/span><\/li>\n

                                  \n <\/span><\/div>\n<\/ol>\n

                                  \n <\/span><\/div>\n
                                    \n

                                    \n <\/span><\/div>\n
                                  1. Existencia de esquinas entrantes <\/span><\/span><\/b>: El usuario debe evaluar y verificar si existe<\/span><\/span><\/li>\n<\/ol>\n
                                    \n
                                    \n \"Idea\"El mallado de losa con la opci\u00f3n de diafragma flexible puede utilizarse para modelar edificios con discontinuidad de diafragma. Consulte aqu\u00ed: <\/span><\/span>Modelo de losa<\/a><\/span><\/div>\n<\/div>\n

                                      \n <\/span><\/ol>\n

                                      \n <\/span><\/div>\n

                                      Irregularidades en elevaci\u00f3n<\/span><\/span><\/u><\/b>
                                      <\/span><\/p>\n


                                      \n <\/span><\/div>\n
                                        \n

                                        \n <\/span><\/div>\n
                                      1. Discontinuidad de resistencia lateral \u2013 Planta d\u00e9bil<\/span><\/span><\/b> : Detectada autom\u00e1ticamente<\/span><\/span>
                                        <\/span><\/li>\n

                                        \n <\/span><\/div>\n<\/ol>\n

                                        \n <\/span><\/div>\n
                                          \n

                                          \n <\/span><\/div>\n
                                        1. Irregularidad de rigidez<\/span><\/span><\/b> : Detectada autom\u00e1ticamente<\/span><\/span>
                                          <\/span><\/li>\n

                                          \n <\/span><\/div>\n<\/ol>\n

                                          \n <\/span><\/div>\n
                                            \n

                                            \n <\/span><\/div>\n
                                          1. Distribuci\u00f3n de masa no uniforme<\/span><\/span><\/b> : Detectada autom\u00e1ticamente<\/span><\/span>
                                            <\/span><\/li>\n

                                            \n <\/span><\/div>\n<\/ol>\n

                                            \n <\/span><\/div>\n
                                              \n

                                              \n <\/span><\/div>\n
                                            1. Elementos resistentes a carga vertical discontinuos<\/span><\/span><\/b> : El usuario debe evaluar y verificar si existe<\/span><\/span>
                                              <\/span><\/li>\n

                                              \n <\/span><\/div>\n<\/ol>\n

                                              \n <\/span><\/div>\n
                                                \n

                                                \n <\/span><\/div>\n
                                              1. Edificio con retranqueos<\/span><\/span><\/b> : El usuario debe evaluar y verificar si existe<\/span><\/span>
                                                <\/span><\/li>\n

                                                \n <\/span><\/div>\n<\/ol>\n

                                                \n <\/span><\/div>\n
                                                  \n

                                                  \n <\/span><\/div>\n
                                                1. Discontinuidad en el plano del elemento resistente a fuerzas laterales<\/span><\/span><\/b> : Detectada autom\u00e1ticamente<\/span><\/span>
                                                  <\/span><\/li>\n

                                                  \n <\/span><\/div>\n<\/ol>\n

                                                  \n <\/span><\/div>\n

                                                  Ajustes
                                                  <\/span><\/h2>\n

                                                  \n<\/span><\/div>\n<\/div>\n

                                                  \n<\/span><\/div>\n
                                                  \n

                                                  \n <\/span><\/div>\n

                                                  A continuaci\u00f3n se explican los par\u00e1metros clave de la pesta\u00f1a \u201c<\/span>Ajustes<\/span><\/b>\u201d:<\/span><\/span>
                                                  <\/span><\/p>\n


                                                  \n <\/span><\/div>\n

                                                  \n <\/span>Verificaciones posteriores al an\u00e1lisis
                                                  <\/span><\/u><\/b><\/div>\n
                                                    \n
                                                  1. Verificar deriva relativa entre plantas :<\/span><\/span><\/b>  <\/span><\/span>Marque para realizar la verificaci\u00f3n seg\u00fan la Cl. 208.6.5.<\/span>  <\/span><\/span>El l\u00edmite de deriva predeterminado se muestra en el siguiente campo
                                                    <\/span><\/span><\/li>\n
                                                  2. Usar relaci\u00f3n l\u00edmite de deriva entre plantas definida por el usuario<\/span><\/b> : Marque para sobrescribir manualmente la relaci\u00f3n predeterminada
                                                    <\/span><\/li>\n
                                                  3. Verificar altura del edificio<\/span><\/span><\/b> :<\/span>  <\/span><\/span>Marque para realizar la verificaci\u00f3n seg\u00fan la Cl. 208.4.7 <\/span><\/span>
                                                    <\/span><\/li>\n
                                                  4. Verificar interacci\u00f3n muro-p\u00f3rtico<\/span><\/span><\/b> : Queda a criterio del usuario<\/span><\/span>
                                                    <\/span><\/li>\n
                                                  5. Verificar efecto de segundo orden<\/span><\/b> : Marque para considerar este efecto mediante el m\u00e9todo de esbeltez basado en la normativa<\/span><\/span><\/li>\n
                                                  6. Verificar irregularidad de resistencia (planta d\u00e9bil)<\/b> : <\/span>Queda a criterio del usuario
                                                    <\/span><\/li>\n
                                                  7. Verificar irregularidad de rigidez (planta blanda<\/b>) : Queda a criterio del usuario<\/span><\/li>\n<\/ol>\n

                                                    \n <\/span><\/div>\n

                                                    \n <\/span>Verificaciones de dise\u00f1o posteriores al an\u00e1lisis<\/span><\/u><\/b>
                                                    \n <\/span><\/div>\n

                                                    \n <\/span><\/div>\n
                                                      \n

                                                      \n <\/span><\/div>\n
                                                    1. Verificar columna fuerte \u2013 viga d\u00e9bil<\/span><\/span><\/b> :<\/span>  <\/span><\/span>Queda a criterio del usuario. Las columnas y las vigas deben dise\u00f1arse primero antes de poder realizar esta verificaci\u00f3n. <\/span><\/span>
                                                      <\/span><\/li>\n

                                                      \n <\/span><\/div>\n<\/ol>\n

                                                      \n <\/span><\/div>\n
                                                        \n

                                                        \n <\/span><\/div>\n
                                                      1. Realizar verificaci\u00f3n de cortante en el nudo<\/span><\/span><\/b> :<\/span>  <\/span><\/span>Queda a criterio del usuario.<\/span><\/span>
                                                        <\/span><\/li>\n

                                                        \n <\/span><\/div>\n<\/ol>\n

                                                        \n <\/span><\/div>\n
                                                          \n

                                                          \n <\/span><\/div>\n
                                                        1. Verificar dimensiones m\u00ednimas de los elementos<\/span><\/span><\/b> : Queda a criterio del usuario<\/span><\/span>
                                                          <\/span><\/li>\n

                                                          \n <\/span><\/div>\n<\/ol>\n

                                                          \n <\/span><\/div>\n
                                                            \n

                                                            \n <\/span><\/div>\n
                                                          1. Verificar volteo del edificio<\/span><\/b> : Queda a criterio del usuario
                                                            <\/span><\/span><\/li>\n
                                                          2. Incluir el s\u00f3tano en la verificaci\u00f3n de vuelco<\/b> – El usuario decide<\/span><\/span><\/span><\/span><\/span>
                                                            <\/span><\/li>\n

                                                            \n <\/span><\/div>\n<\/ol>\n

                                                            \n <\/span><\/div>\n

                                                            \n <\/span>An\u00e1lisis de espectro de respuesta<\/span><\/u><\/b>
                                                            \n <\/span><\/div>\n

                                                            \n <\/span><\/div>\n
                                                              \n

                                                              \n <\/span><\/div>\n
                                                            1. Verificar la participaci\u00f3n de masa efectiva acumulada<\/span><\/span><\/b> : <\/span> <\/span><\/span>Marque para verificar la Cl 208.5.3.5.2 <\/span><\/span>
                                                              <\/span><\/li>\n

                                                              \n <\/span><\/div>\n<\/ol>\n

                                                              \n <\/span><\/div>\n
                                                                \n

                                                                \n <\/span><\/div>\n
                                                              1. Comparar los resultados de RSA con la carga est\u00e1tica equivalente<\/span><\/span><\/b> : Marque para considerar la Cl 208.5.3.5.4<\/span><\/span><\/li>\n
                                                              2. Usar factor de escala de RSA definido por el usuari<\/b>o<\/b> : Marque para aplicar e ingresar los factores<\/span><\/li>\n

                                                                \n <\/span><\/div>\n<\/ol>\n

                                                                \n <\/span><\/div>\n
                                                                  \n

                                                                  \n <\/span><\/div>\n
                                                                1. M\u00e9todo de signos de resultados para RSA :  <\/span><\/b>Utilice "Signos del modo dominante" o "Valor absoluto".  Consulte este art\u00edculo <\/span>: <\/span>M\u00e9todo de signos de resultados para el an\u00e1lisis de espectro de respuesta<\/span><\/a> <\/span><\/span><\/li>\n<\/ol>\n

                                                                  Notas importantes \/ Alcance \/ Limitaciones : <\/span><\/span>
                                                                  <\/span><\/h2>\n

                                                                  \n <\/span><\/div>\n
                                                                    \n

                                                                    \n <\/span><\/div>\n
                                                                  1. Consulte \u201c<\/span>Informe de verificaciones posteriores al an\u00e1lisis<\/span><\/b>\u201d en la pesta\u00f1a \u201cInformes\u201d para los resultados del an\u00e1lisis s\u00edsmico y el cumplimiento de las cl\u00e1usulas.<\/span><\/span>
                                                                    <\/span><\/li>\n

                                                                    \n <\/span><\/div>\n<\/ol>\n

                                                                    \n <\/span><\/div>\n
                                                                      \n

                                                                      \n <\/span><\/div>\n
                                                                    1. Consulte "<\/span>Informe de verificaciones de dise\u00f1o posteriores al an\u00e1lisis<\/span><\/b>" en la pesta\u00f1a "Informes" para verificaciones de dise\u00f1o s\u00edsmico espec\u00edficas, como la verificaci\u00f3n "Columna fuerte – viga d\u00e9bil". <\/span><\/span>
                                                                      <\/span><\/li>\n

                                                                      \n <\/span><\/div>\n<\/ol>\n

                                                                      \n <\/span><\/div>\n
                                                                        \n

                                                                        \n <\/span><\/div>\n
                                                                      1. Los espectros el\u00e1stico y de dise\u00f1o se calculan autom\u00e1ticamente.<\/span><\/span>
                                                                        <\/span><\/li>\n

                                                                        \n <\/span><\/div>\n<\/ol>\n

                                                                        \n <\/span><\/div>\n
                                                                          \n

                                                                          \n <\/span><\/div>\n
                                                                        1. La verificaci\u00f3n del per\u00edodo m\u00e1ximo de vibraci\u00f3n se realiza autom\u00e1ticamente (Cl 208.5.2.2).
                                                                          <\/span><\/span><\/li>\n

                                                                          \n <\/span><\/div>\n<\/ol>\n

                                                                          \n <\/span><\/div>\n
                                                                            \n

                                                                            \n <\/span><\/div>\n
                                                                          1. La aplicabilidad del m\u00e9todo est\u00e1tico equivalente se verifica autom\u00e1ticamente.<\/span><\/span>
                                                                            <\/span><\/li>\n

                                                                            \n <\/span><\/div>\n<\/ol>\n

                                                                            \n <\/span><\/div>\n
                                                                              \n

                                                                              \n <\/span><\/div>\n
                                                                            1. Los resultados de RSA se comparan autom\u00e1ticamente  con la carga est\u00e1tica equivalente seg\u00fan la Cl 208.5.3.5.4  <\/span>(si la opci\u00f3n est\u00e1 marcada en la pesta\u00f1a <\/span>Ajustes<\/span><\/b>).<\/span><\/span><\/span> Se aplicar\u00e1 un factor de escala autom\u00e1ticamente si es necesario.
                                                                              <\/span><\/li>\n

                                                                              \n <\/span><\/div>\n
                                                                            2. Los factores de sobrerresistencia se aplican autom\u00e1ticamente a las fuerzas de dise\u00f1o.<\/span><\/span>
                                                                              <\/span><\/li>\n

                                                                              \n <\/span><\/div>\n<\/ol>\n

                                                                              \n <\/span><\/div>\n
                                                                                \n

                                                                                \n <\/span><\/div>\n
                                                                              1. Si el edificio tiene s\u00f3tano, se usa un enfoque de dos etapas para analizarlo. El s\u00f3tano y la superestructura se analizan por separado en casos de carga distintos y los resultados se combinan para el dise\u00f1o. Todo esto se realiza autom\u00e1ticamente (no requiere entrada del usuario). <\/span>
                                                                                <\/span><\/span><\/li>\n

                                                                                \n <\/span><\/div>\n<\/ol>\n

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                                                                                  \n

                                                                                  \n <\/span><\/div>\n
                                                                                1. Los resultados del an\u00e1lisis de secciones fisuradas y no fisuradas pueden combinarse en la misma combinaci\u00f3n de dise\u00f1o.<\/span><\/span>
                                                                                  <\/span><\/li>\n

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                                                                                  \n <\/span><\/div>\n
                                                                                    \n

                                                                                    \n <\/span><\/div>\n
                                                                                  1. Para la \u201cVerificaci\u00f3n de corte en el nudo\u201d no se consideran los estribos (cercos).<\/span><\/span>
                                                                                    <\/span><\/li>\n

                                                                                    \n <\/span><\/div>\n
                                                                                  2. Se usa el m\u00e9todo CQC (Combinaci\u00f3n Cuadr\u00e1tica Completa) para combinar las respuestas modales. Este m\u00e9todo es superior y preferible en comparaci\u00f3n con SRSS, ya que SRSS es un caso especial de CQC. <\/span><\/li>\n<\/ol>\n

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                                                                                    \n
                                                                                    <\/p>\n

                                                                                    \n <\/span><\/div>\n

                                                                                    \n Lea este art\u00edculo<\/span> Carga s\u00edsmica – Gu\u00eda b\u00e1sica<\/span><\/a> <\/span> sobre c\u00f3mo generar la combinaci\u00f3n de carga s\u00edsmica y verificar los resultados.<\/span>\n <\/div>\n

                                                                                    <\/span><\/div>\n

                                                                                    \n \n <\/div>\n<\/div>\n<\/div>\n
                                                                                    \n \n<\/div>\n","protected":false},"excerpt":{"rendered":"

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