By American Society of Civil Engineers
Seismic assessment and Retrofit of latest constructions describes deficiency-based and systematic tactics that use performance-based ideas to guage and retrofit present structures to resist the consequences of earthquakes. This next-generation general combines the overview and retrofit approach and places forth a three-tiered technique for seismic review in response to a variety of development functionality levelsfrom cave in prevention to operationalthat marry exact structural functionality with the functionality of nonstructural components. The deficiency-based approaches permit the review and retrofit attempt to target particular capability deficiencies deemed, at the foundation of prior earthquake observations, to be of shock for a permissible set of creating forms and heights. The systematic strategy, appropriate to any development, units forth a strategy to guage the total development in a rigorous demeanour. This ordinary updates and replaces the former average ASCE/SEI 41-06, Seismic Rehabilitation of current constructions, in addition to usual ASCE/SEI 31-03, Seismic assessment of latest structures.
Read or Download ASCE standard ASCE/SEI 41-13 : American Society of Civil Engineers : seismic evaluation and retrofit of existing buildings PDF
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Additional resources for ASCE standard ASCE/SEI 41-13 : American Society of Civil Engineers : seismic evaluation and retrofit of existing buildings
Link Intermediate Web Stiffeners: Vertical web stiffeners placed within a link. Link Rotation Angle: Angle of plastic rotation between the link and the beam outside of the link, derived using the speciﬁed base shear, V. Liquefaction: An earthquake-induced process in which saturated, loose, granular soils lose shear strength and liquefy as a result of increase in pore-water pressure during earthquake shaking. Load and Resistance Factor Design: A method of proportioning structural components (members, connectors, connections, and assemblages) using load factors and strength reduction factors such that no applicable limit state is exceeded when the structure is subjected to all design load combinations.
BSE-2E: Basic Safety Earthquake-2 for use with the Basic Performance Objective for Existing Buildings, taken as a seismic hazard with a 5% probability of exceedance in 50 years, but not greater than the BSE-2N, at a site. BSE-2N: Basic Safety Earthquake-2 for use with the Basic Performance Objective Equivalent to New Building Standards, taken as the ground shaking based on the Risk-Targeted Maximum Considered Earthquake (MCER) per ASCE 7 at a site. BSE-2X: Basic Safety Earthquake-2, either the BSE-2E or BSE-2N.
Knee Joint: A joint that in the direction of framing has one column and one beam. Landslide: A downslope mass movement of earth resulting from any cause. Level of Seismicity: A degree of expected seismic hazard. 5 (Table 2-5). Light Framing: Repetitive framing with small, uniformly spaced members. Lightweight Concrete: Structural concrete that has an air-dry unit weight not exceeding 115 lb/ft3. Limit Deformation: Two times the initial deformation that occurs at a load equal to 40% of the maximum strength.