Truss topology design by conic linear optimization

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F67985556%3A_____%2F17%3A00507126" target="_blank" >RIV/67985556:_____/17:00507126 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1137/1.9781611974683.ch11" target="_blank" >http://dx.doi.org/10.1137/1.9781611974683.ch11</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1137/1.9781611974683.ch11" target="_blank" >10.1137/1.9781611974683.ch11</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Truss topology design by conic linear optimization

Popis výsledku v původním jazyce

This chapter can be viewed as a complement to Chapter 2 (Truss Topology Design by Linear Optimization). We will use the same mechanical model of trusses and, whenever possible, the same notation. In Chapter 2, the truss topology design problem is formulated and solved as a linear optimization (LO) problem. In this chapter, we will introduce alternative formulations using conic linear optimization (CLO). In particular, we will present linear second-order cone optimization (SOCO) and linear semidefinite optimization (SDO) formulations of the minimum volume and minimum compliance problems. All formulations will be developed in the “primal” variables (bar cross-sectional areas) and the “dual” variables (displacements).nn

Název v anglickém jazyce

Truss topology design by conic linear optimization

Popis výsledku anglicky

This chapter can be viewed as a complement to Chapter 2 (Truss Topology Design by Linear Optimization). We will use the same mechanical model of trusses and, whenever possible, the same notation. In Chapter 2, the truss topology design problem is formulated and solved as a linear optimization (LO) problem. In this chapter, we will introduce alternative formulations using conic linear optimization (CLO). In particular, we will present linear second-order cone optimization (SOCO) and linear semidefinite optimization (SDO) formulations of the minimum volume and minimum compliance problems. All formulations will be developed in the “primal” variables (bar cross-sectional areas) and the “dual” variables (displacements).nn

Druh

C - Kapitola v odborné knize

CEP obor

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OECD FORD obor

10101 - Pure mathematics

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2017

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název knihy nebo sborníku

Advances and Trends in Optimization with Engineering Applications

ISBN

978-1-61197-467-6

Počet stran výsledku

13

Strana od-do

135-147

Počet stran knihy

648

Název nakladatele

SIAM, Society for Industrial and Applied Mathematics

Místo vydání

Philadelphia

Kód UT WoS kapitoly

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