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

Pietro Tabbuso, Salvatore Benfratello, Luigi Palizzolo, Pietro Tabbuso, Salvatore Benfratello, Luigi Palizzolo

Risultato della ricerca: Articlepeer review

15 Citazioni (Scopus)

Abstract

An optimal design problem formulation of elastic plastic frames under different combinationsof fixed and seismic loads is presented. The optimal structure must behave elastically for the fixedloads, shakedown for serviceability conditions and prevent instantaneous collapse for fixed and highseismic loads. P-Delta effects and element buckling are considered. An appropriate modal technique isutilized. The design variables can have components in a continuous field or, alternatively, in chosendiscrete sets or, yet, both kind of variables can be present. The design problem is formulated on theground of a statical approach. The applications are related to steel frames.
Lingua originaleEnglish
pagine (da-a)147-158
Numero di pagine12
RivistaCOMPUTERS & STRUCTURES
Volume147
Stato di pubblicazionePublished - 2015

All Science Journal Classification (ASJC) codes

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  • ???subjectarea.asjc.2600.2611???
  • ???subjectarea.asjc.2500.2500???
  • ???subjectarea.asjc.2200.2210???
  • ???subjectarea.asjc.1700.1706???

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