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کتاب Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms
نویسنده:
Rafael Sabelli، Thomas A، Sabol W، Samuel Easterling
ناشر:
NIST (National Institute of Standards and Technology)
تعداد صفحه:
۳۸
زبان نوشتار:
انگلیسی
سال انتشار:
۲۰۱۱
معرفی کتاب Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms
طراحی لرزه ای عرشه فولادی کامپوزیت و دیافراگم های پر شده از بتن
Building structures are typically composed of horizontal spanning elements, such as beams and floor and roof decks; vertical elements, such as columns and walls; and foundation elements. Together these elements comprise an integral system that resists both vertical and lateral loads. Seismic design of building systems entails controlling the building displacements, typically by providing resistance to the inertial forces generated by the acceleration of the building mass. Often the great majority of the load is derived from the mass of the roof and floor systems themselves, and resistance is composed of a continuous lateral load path from these spanning elements to vertical elements that have lateral resistance (e.g., walls, braced frames, moment frames), which in turn deliver the forces to the foundation.
Building structures are typically composed of horizontal spanning elements, such as beams and floor and roof decks; vertical elements, such as columns and walls; and foundation elements. Together these elements comprise an integral system that resists both vertical and lateral loads. Seismic design of building systems entails controlling the building displacements, typically by providing resistance to the inertial forces generated by the acceleration of the building mass. Often the great majority of the load is derived from the mass of the roof and floor systems themselves, and resistance is composed of a continuous lateral load path from these spanning elements to vertical elements that have lateral resistance (e.g., walls, braced frames, moment frames), which in turn deliver the forces to the foundation.
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