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Inter-story drift demands were calculated using different non-linear static methodologies and compared with results from non-linear dynamic analyses to identify the most appropriate simplified methodology for seismic performance evaluation.
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A simplified linear static methodology, applicable to buildings with flexible diaphragms, is proposed in this paper.
Since SignalP 3.0 is a static methodology, there is no need to track updates on this tool.
This paper presents a static BWIM methodology to improve the estimation accuracy on axle weights when measuring a vehicle traveling at nonconstant speed.
To evaluate the goodness of candidate solutions, the execution of the optimization algorithm is combined with a static profiling methodology using several well-known simulation tools.
This paper then addresses a static modeling methodology for amorphous Gallium–Indium Zinc-Oxide – ThIndium Zinc-Oxider (a-GIZO Thin, with diFilmenTransistormely: multilayer perceptron (MLP), radial basis funcTFTns (RBF) and least squares-support vector machine (LS-SVM).
Recently, the seismic evaluation of masonry buildings using macro-element modeling approaches became popular, by applying performance-based assessment procedures through nonlinear static (pushover) analysis methodologies.
The chapter discusses the classical static principal protection methodology followed by an introduction to the constant proportion portfolio adjustment (CPPI) as an extension of this classical methodology.
For determining demand displacements of pile-supported wharves, the substitute structure method, a nonlinear static demand analysis methodology, is used in current practice.
The overall network, described by a collection of double integrator dynamics, is controlled by a novel distributed static output feedback methodology to maintain a desired formation.
In this paper, a fatigue equivalent static load (FESL) methodology for the numerical durability assessment of heavy vehicle structures is presented, where fatigue load requirements are derived from measurements as quasi-static g-loads, the responses to which are considered as stress ranges applied a said number of times during the lifetime of the structure.
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