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In this paper, the advanced analysis of 3D steel frames accounting for lateral-torsional buckling is presented.
This paper presents an advanced analysis method for three-dimensional semi-rigid steel frames accounting for three main nonlinear sources.
This paper presents a new advanced analysis method, specifically a new improved fiber plastic hinge method, for analyzing the nonlinear inelastic behavior of 3D steel frames accounting for lateral-torsional buckling.
The paper presents a method for the definition of the behaviour factor (q-factor) for multi-storey steel frames, accounting for cumulative damage in structural components, by means of linear elastic time history analysis, of the Palmgren Miner rule and of S N (constant stress or strain range versus number of cycles to failure) curves extrapolated in the low-cycle fatigue range.
The Yeast 5 GEM includes more reactions and metabolites than previously published yeast GEMs (Table 1), though it includes 6 fewer genes than Yeast 4. The Yeast 5 GEM includes reactions annotated with 918 different open reading frames, accounting for 18.5% of the 4949 verified open reading frames included in the Saccharomyces Genome Database [ 28] as of October 12 , 2011
This paper describes the development of the final weighting strategy to properly combine the data from two overlapping sample frames accounting for the fact that population benchmarks for the different sampling frames were not available at the state or regional level.
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Timber frames account for 70% of all new houses built around the world, but just 25% of new housing in the UK.
Though bicycles with bamboo frames account for only a fraction of the bicycle market, the number of bamboo bicycle start-ups is expanding.
Missing frames accounted for 13.7% of all analyzed frames, and the average time for observing a missing frame was 2.1 seconds.
The final reconstruction is termed iAB-RBC-283 for i (in silico), AB (the primary author's initials), RBC (red blood cell), 283 (number of open reading frames accounted for in the network).
This benchmark building is a steel frame, accounting for nonlinear response via material non-linearity (bi-linear hysteresis) concentrated at the ends of moment-resisting beam-column joints, and is designed for the SAC PhaseIIISteel Project.
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