Download e-book for kindle: American Society of Civil Engineers seismic design criteria by Structural Engineering Institute

By Structural Engineering Institute

ISBN-10: 0784407622

ISBN-13: 9780784407622

ASCE/SEI 43-05 presents stringent layout standards for nuclear amenities. end result of the strength possibility linked to nuclear risks, it truly is fascinating that nuclear amenities have a reduce likelihood that structural harm can be brought on by earthquake than do traditional amenities. The aim of this ordinary is to make sure that nuclear amenities can face up to the consequences of earthquake flooring shaking with wanted functionality. This general might be of use to any designers or analysts fascinated by the layout of latest nuclear buildings, structures, or parts. issues contain: • review of Seismic call for • review of Structural potential • Load combos and recognition standards for buildings • Ductile Detailing standards • gear and Distribution structures • and Seismic caliber Provisions

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F␮ for Limit State D shall be unity. 0, shall be taken from values for concrete moment frames. Linear interpolation shall be used to determine values of F␮ for intermediate values of ᐉ/h, fv, P, and e in Table 5-1. F␮ for compression and shear in columns shall be unity. 2(a) for the load combination in Eq. 1(a) for the load combination in Eq. (5-5). 2. 2(b). The load combination in Eq. (5-5) shall be used in conjunction with the nonlinear acceptance criteria. 0. 0. 2 Strength Acceptance Criteria (a) For linear analyses, the total demand acting on an element, D, shall be less than or equal to the element’s code capacity: DՅC (Eq.

5 Reinforced Masonry Design of reinforced masonry structures shall be based on strength design methods. In the strength method, the nominal capacity of reinforced masonry 15 SEISMIC DESIGN CRITERIA FOR STRUCTURES, SYSTEMS, AND COMPONENTS IN NUCLEAR FACILITIES elements shall be calculated in accordance with the IBC, Section 2108. The strength reduction factors for determining the code capacity are provided in the same section. Alternatively, strength design of masonry structures may be based on the “Limit States design” approach of ACI 530, Building Code Requirements for Masonry Structures.

Components that must change state as part of their safety function) during the earthquake, only Limit State D is permitted. Limit States D or C are permitted for active components if their change in state occurs following the earthquake to include a period sufficient to determine if there is any damage to the plant or as necessary to reset tripped devices, such as relays. Pressure-retaining mechanical equipment that must retain its leak-tight integrity is not permitted in Limit State A. 3 Total Demand for Qualification by Analysis The total demand on equipment and distribution systems qualified by analysis is given by the following equation: DS D ϭ DNS ϩ ᎏᎏ F␮ (Eq.

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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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