Search results for "Element Slenderne"

showing 2 items of 2 documents

Minimum volume design of structures with constraints on ductility and stability

2014

Abstract A minimum volume design problem of elastic perfectly plastic frame structures subjected to different combinations of fixed and seismic loads is presented, in which the design variables are considered as appertaining alternatively to a continuous assigned range as well as to appropriate discrete sets. The structure is designed so as to behave elastically for the applied fixed loads, to shakedown in presence of serviceability seismic conditions and to prevent the instantaneous collapse for suitably chosen combinations of fixed and high seismic loadings. In order to avoid further undesired collapse modes, the P-Delta effects are considered and the structure is also constrained to prev…

Optimal designOptimal designEngineeringServiceability (structure)business.industrySeismic loadingStructural engineeringShakedownSeismic loadingLimited ductilityModalBucklingContinuous and discrete variableElement slenderness.Settore ICAR/08 - Scienza Delle CostruzionibusinessResponse spectrumCivil and Structural EngineeringEngineering Structures
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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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