Journal
ENGINEERING STRUCTURES
Volume 25, Issue 11, Pages 1387-1396Publisher
ELSEVIER SCI LTD
DOI: 10.1016/S0141-0296(03)00106-8
Keywords
nonlinear seismic response; yield point spectra; dynamic instability; geometric stiffness; collapse
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Yield Point Spectra are used to indicate the influence of P-Delta effects on the lateral strengths associated with constant ductility demands. The intensity of P-Delta effects is represented by a new index, termed the effective height, h(eff). This representation is useful for perform ance-based seismic design, because the effective height may be estimated accurately using information that is available early in the design process, and varies little as the initial design is further refined. This index is also useful for the evaluation of structures having known properties. An example illustrates design to limit peak displacement response in the presence of P-Delta effects when the initial stiffness is unknown. The design is based on an estimate of the yield displacement and uses h(eff) to represent the intensity of P-Delta effects. (C) 2003 Elsevier Ltd. All rights reserved.
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