By Structural Engineering Institute

ISBN-10: 0784407622

ISBN-13: 9780784407622

ASCE/SEI 43-05 presents stringent layout standards for nuclear amenities. as a result strength possibility linked to nuclear dangers, it really is fascinating that nuclear amenities have a reduce chance that structural harm should be brought on by earthquake than do traditional amenities. The objective of this general is to make sure that nuclear amenities can face up to the consequences of earthquake flooring shaking with wanted functionality. This usual could be of use to any designers or analysts inquisitive about the layout of recent nuclear constructions, platforms, or elements. issues contain: • evaluate of Seismic call for • review of Structural skill • Load combos and attractiveness standards for buildings • Ductile Detailing requisites • gear and Distribution platforms • and Seismic caliber Provisions

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Extra resources for American Society of Civil Engineers seismic design criteria for structures, systems, and components in nuclear facilities

Example text

1 Building Sliding The sliding stability of a building can be checked using a static evaluation, comparing the lateral forces with the static resistance. resistance and the associated deformation shall include internal friction and cohesion, as appropriate. The horizontal deflection of the foundation is determined using the load-versus-deflection curve for the combined effect of cohesion, friction, and passive resistance. The functionality of the building is checked and, if it is not impaired, an acceptable condition exists.

When using this method, the building shall be assumed to rock about a point, B, located at the centroid of the soil contact area, AC, given by W AC ϭ ᎏᎏ qult (Eq. 7-6) where W ϭ Building weight qult ϭ Value based on the ultimate capacity of the soil not limited by settlement considerations. 0 (⌬12 ϩ ⌬22)1/2 (Eq. 7-7) where ⌬1 and ⌬2 are the maximum elastically computed displacements, relative to the base of the foundation of each SSC, along the same axis for the adjacent SSCs. 4 SEISMIC DESIGN CONSIDERATIONS FOR FOUNDATION ELEMENTS Foundation elements consist of the supporting soil and structural elements to which the structure is at24 tached.

0 of this Standard. 2 Demand for Qualification by Analysis The following subsections provide the requirements to define demand on equipment and distribution systems when using qualifications by analysis. 1 Seismic Analysis Methods Seismic qualification by analysis can be either an equivalent-static analysis or a dynamic analysis. The following provides the minimum requirements for each approach. 0 of this Standard. 1 Equivalent-Static Analysis In this type of analysis, seismic inertia loads are statically applied as external forces to a static representation of the equipment or distribution system including supports and anchorage in order to determine resultant primary (equilibrium) stresses and displacements.

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American Society of Civil Engineers seismic design criteria for structures, systems, and components in nuclear facilities by Structural Engineering Institute

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