Search results for "discrete variables"

showing 3 items of 3 documents

Discrete variable design of frames subjected to seismic actions accounting for element slenderness

2015

An optimal design problem formulation of elastic plastic frames under different combinations of fixed and seismic loads is presented. The optimal structure must behave elastically for the fixed loads, shakedown for serviceability conditions and prevent instantaneous collapse for fixed and high seismic loads. P-Delta effects and element buckling are considered. An appropriate modal technique is utilized. The design variables can have components in a continuous field or, alternatively, in chosen discrete sets or, yet, both kind of variables can be present. The design problem is formulated on the ground of a statical approach. The applications are related to steel frames.

Optimal designEngineeringServiceability (structure)business.industryMechanical EngineeringSeismic loadingStructural engineeringComputer Science ApplicationsShakedownModaldiscrete variables optimal design dynamic loading element buckling P-delta effectsBucklingDynamic loadingModeling and SimulationGeneral Materials ScienceDiscrete variablebusinessSettore ICAR/08 - Scienza Delle CostruzioniCivil and Structural Engineering
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Discrete variables structural design of frames safe against buckling

2014

Discrete variables structural design bucklingSettore ICAR/08 - Scienza Delle Costruzioni
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Analysis and design of elastic plastic structures subjected to dynamic loads

In the last decades, the concept of “optimization” has reached considerable value in many different fields of scientific research and, in particular, it has assumed great importance in the field of structural mechanics. The present study describes and shows the scientific path followed in the three years of doctoral studies. The state of the art concerning the optimization of elastic plastic structures subjected to quasi-static loads was already well established at the beginning of the Ph.D. course. Actually, it was already faced the study of structures subjected to quasi-static cyclic loads able to ensure different structural behaviors in relation to different intensity levels of the appli…

Optimal designElastic perfectly plastic structureSeismic loadingLimited ductilityMinimum volumeBucklingOptimal design; Continuous and discrete variables; Seismic loading; Element Slenderness; Limited ductility; Buckling; P-Delta effects; Minimum volume; Probabilistic dynamic shakedown; Elastic perfectly plastic structures;Continuous and discrete variableElement SlenderneSettore ICAR/08 - Scienza Delle CostruzioniP-Delta effectProbabilistic dynamic shakedown
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