Truss topology design by conic linear optimization

Result code in 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>
Result on the web
<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>

Result language
angličtina
Original language name
Truss topology design by conic linear optimization
Original language description
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
Czech name
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Czech description
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Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Book/collection name
Advances and Trends in Optimization with Engineering Applications
ISBN
978-1-61197-467-6
Number of pages of the result
13
Pages from-to
135-147
Number of pages of the book
648
Publisher name
SIAM, Society for Industrial and Applied Mathematics
Place of publication
Philadelphia
UT code for WoS chapter
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