Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Tugrul Talaslioglu"'
Autor:
Tugrul Talaslioglu
Publikováno v:
Journal of Civil Engineering and Management, Vol 21, Iss 4 (2015)
In this study, the entire weight, joint displacements and load-carrying capacity of tubular lattice girders are simultaneously optimized by a multi-objective optimization algorithm, named Non-dominated Sorting Genetic Algorithm II (NSGAII). Thus, the
Externí odkaz:
https://doaj.org/article/5dec343064ad483dbebbf2fad012dd93
Autor:
Tugrul Talaslioglu
Publikováno v:
Advances in Civil Engineering, Vol 2011 (2011)
Both the entire weight and joint displacements of grid structures are minimized at the same time in this study. Four multiobjective optimization algorithms, NSGAII, SPEAII, PESAII, and AbYSS are employed to perform computational procedures related to
Externí odkaz:
https://doaj.org/article/6c87ef30eb7a424ab42c9e049da11680
Autor:
Tugrul Talaslioglu
Publikováno v:
Modelling and Simulation in Engineering, Vol 2009 (2009)
A new genetic algorithm (GA) methodology, Bipopulation-Based Genetic Algorithm with Enhanced Interval Search (BGAwEIS), is introduced and used to optimize the design of truss structures with various complexities. The results of BGAwEIS are compared w
Externí odkaz:
https://doaj.org/article/8a069f87e15d4b2e97609b8be19d9362
Publikováno v:
Proceedings of the Institution of Civil Engineers - Engineering Sustainability. :1-14
Many researchers suggest using construction and demolition materials (C&D) in engineering applications rather than virgin aggregates (VA). However, the engineering properties of C&D tend to be poorer than those of VA. This study presents the results
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::314e11840179a6ad7a4fa481834e87aa
https://doi.org/10.1680/jensu.22.00077
https://doi.org/10.1680/jensu.22.00077
Akademický článek
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Autor:
Tugrul Talaslioglu
Publikováno v:
Journal of Engineering Research. 9
The nonlinearity issue is one of the promising fields in the engineering area. Particularly, the geometric nonlinearity bears a big importance for the structural systems showing a tendency of larger deflection. In order to obtain a correct load-defle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8d7c0d055240f6a9f7ff681a90aca19
https://doi.org/10.36909/jer.v9i3b.7880
https://doi.org/10.36909/jer.v9i3b.7880
Autor:
Tugrul Talaslioglu
Publikováno v:
Frontiers of Structural and Civil Engineering. 13:863-889
This study concerns with the design optimization of steel skeletal structures thereby utilizing both a real-life specification provisions and ready steel profiles named hot-rolled I sections. For this purpose, the enhanced genetic algorithm methodolo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef462a9d555ae6cdd736c3fd3e952fde
https://doi.org/10.1007/s11709-019-0523-9
https://doi.org/10.1007/s11709-019-0523-9
Autor:
Tugrul Talaslioglu
Publikováno v:
Frontiers of Structural and Civil Engineering. 13:1150-1170
This study proposes to optimize the design of geometrically nonlinear dome structures. A new Multi-objective Optimization Algorithm named Pareto Archived Genetic Algorithm (PAGA), which has an ability of integrating the nonlinear structural analysis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62a0b01efc566964dce4b77692e4b515
https://doi.org/10.1007/s11709-019-0543-5
https://doi.org/10.1007/s11709-019-0543-5
Publikováno v:
Transportation Geotechnics. 24:100380
Modern societies make a hard effort to improve the sustainability of resources due to enhanced environmental sensitivities in nowadays. This paper investigates the usability of recycled construction and demolition materials as an alternative to virgi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53dce08b3f833ac45de10b31f3d52882
https://doi.org/10.1016/j.trgeo.2020.100380
https://doi.org/10.1016/j.trgeo.2020.100380
Autor:
Tugrul Talaslioglu
Publikováno v:
Sadhana. 38:37-68
This paper discusses the effect of global stability on the optimal size and shape of truss structures taking into account of a nonlinear critical load, truss weight and serviceability at the same time. The nonlinear critical load is computed by arc-l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7bb4470fbb986e4594ae7ec6715a40c1
https://doi.org/10.1007/s12046-013-0111-y
https://doi.org/10.1007/s12046-013-0111-y