Direct probabilistic seismic analysis: Implementing non-linear dynamic assessments

By F. Jalayer. 2003

379 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/0eb780115abc57442b410a667aa8ece198f23e52

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Citations in the corpus

Spectral shape, epsilon and record selection (2006, methodology): “A 2D model of the transverse frame created by Jalayer [20] is used here.”
Bayesian Cloud Analysis: efficient structural fragility assessment using linear regression (2014, background): “…motions, such as, the Incremental Dynamic Analysis (IDA, Vamvatsikos and Cornell 2002), Multiple-Stripe Analysis (MSA, Bazzurro et al. 1998; Jalayer and Cornell 2009; Baker 2007) and the Cloud Method (Bazzurro et al. 1998; Shome et al. 1998; Luco and Cornell 1998; Jalayer 2003), just to name a few.”
Record Selection for Nonlinear Seismic Analysis of Structures (2005, methodology): “Studies such as those in Bazzurro and Cornell 1994a and 1994b , Shome et al. 1998 , Shome 1999 , Carballo 2000 , Luco 2002 , Medina 2002 , and Jalayer 2003 all quantify in various other ways the general insensitivity of nonlinear structural displacements to R and the light sensitivity to M. Cases…”
A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon (2005, methodology): “A 2D model of the transverse frame created by Jalayer [31] is used here.”
Global collapse of frame structures under seismic excitations (2003, methodology): “This information may be approximated by a power-law relationship in the region of interest (FEMA 355C, 2000; Luco, 2002; Jalayer, 2003): [ ] k o IM x k x IM P x − = ≥ = ) ( λ (7.”
Simplified method for seismic risk assessment of buildings with consideration of aleatory and epistemic uncertainty (2011, background): “…and if the fragility is expressed by means of the standard normal probability integral F[(ln im 7 ln im50,LS)/bLS], Cornell (1996) and others (e.g. Jalayer 2003) have shown that Equation (1) can be approximated by the attractive and simple closedform solution: lLS ¼ H im50;LS e 1 2k 2 LS b2LS ¼…”
Error estimation of closed‐form solution for annual rate of structural collapse (2008, methodology): “[18] Jalayer F, Direct probabilistic seismic analysis: Implementing non-linear dynamic assessments, Ph.”