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|a Loren Mera, Huberth
|e autor
|
| 245 |
1 |
0 |
|a Desempeño sísmico estructural de edificios construídos :
|b aplicación de análisis No lineal Pushover /
|c Huberth Loren Mera L.
|
| 264 |
|
1 |
|a España :
|b Editorial Académica Española,
|c [2018].
|
| 300 |
|
|
|a 86 páginas ;
|c 21 cm.
|
| 336 |
|
|
|a texto
|2 rdacontent
|
| 337 |
|
|
|a sin mediación
|2 rdamedia
|
| 338 |
|
|
|a volumen
|2 rdacarrier
|
| 504 |
|
|
|a Incluye referencias bibliográficas
|
| 505 |
2 |
|
|a Evolución histórica del análisis y el diseño sísmico -- Diseño de la estructura basado en fuerzas DBF -- Análisis sísmiso inelástico de la estructura -- Modo del espectro-Capacidad -- Cálculo de la curva de capacidad de la estructura -- Análisis Pushover mediante análisis estático no lineal -- Conversión de la curva de capacidad a espectro de capacidad de la estructura -- Cálculo del espectro de demanda sísmica -- Cálculo del punto de desempeño sísmico de la estructura -- Criterios de evaluación de los niveles de desempeño en los edificios -- Análisis sísmico de los edificios -- Características generales de la muestra de edificios y avalúo de cargas -- Detallado estructural de edificios objeto de análisis -- Análisis fuerzas sísmicas por cada edificios -- Condiciones geotécnicas de la zona de cada edificio -- Espectros de capacidad -- Espectros de capacidad, demanda y puntos de desempeño sísmico de cada edificio -- Niveles de desempeño de los edificios -- Analisis de resultados
|
| 650 |
1 |
7 |
|a Edificios
|x Efectos sísmicos
|2 Armarc 2.0
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| 650 |
2 |
7 |
|a Análisis estructural (Ingeniería)
|2 Armarc 2.0
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