Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Hakan Ozbasaran"'
Publikováno v:
Journal of Design for Resilience in Architecture and Planning, Vol 4, Iss 1, Pp 91-104 (2023)
Since the advent and usage of artificial intelligence approaches in architecture, a significant number of studies have focused on integrating technological solutions to architectural issues. Artificial intelligence applications in architectural desig
Externí odkaz:
https://doaj.org/article/41fecec25fa345aca092c04ee5700c26
Autor:
Hakan Ozbasaran
Publikováno v:
SoftwareX, Vol 6, Iss , Pp 135-140 (2017)
Trusses have an important place amongst engineering structures due to many advantages such as high structural efficiency, fast assembly and easy maintenance. Iterative truss design procedures, which require analysis of a large number of candidate str
Externí odkaz:
https://doaj.org/article/2954dd85b9a74626bf17b2d5d51a607b
Publikováno v:
Soft Computing. 24:16775-16801
Thanks to the advent of powerful computers, searching for optimal solutions to engineering design problems becomes easier every day. Numerous researchers are still developing modern optimization algorithms, and the competition for “the most efficie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::521e2132ae70ffd188f3d0ca484b863d
https://doi.org/10.1007/s00500-020-04972-y
https://doi.org/10.1007/s00500-020-04972-y
Autor:
Hakan Ozbasaran
Publikováno v:
Archive of Applied Mechanics. 89:2397-2414
Design of the slender members requires calculation of buckling loads in addition to stress and deflection demand/capacity ratios. The Rayleigh–Ritz Method, which allows one to present approximate closed-form solutions for certain cases, is one of t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f92ab90d868df9d4881c017c9b08cc84
https://doi.org/10.1007/s00419-019-01508-1
https://doi.org/10.1007/s00419-019-01508-1
Autor:
Hakan Ozbasaran
Publikováno v:
Engineering Structures. 171:385-394
The standard hot-rolled sections with various shapes are used to construct the skeletal structural system of the steel civil engineering structures. The conventional design rules direct the engineer to select the smallest section from the manufacture
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d508e0124c45384dea696c59107f13c
https://doi.org/10.1016/j.engstruct.2018.05.110
https://doi.org/10.1016/j.engstruct.2018.05.110
Autor:
Hakan Ozbasaran
Publikováno v:
Volume: 18, Issue: 1 256-264
Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi
Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi
In the last decades, great attention has been paid to structural optimization with stochastic methods. The applications of metaheuristic algorithms have become popular, which mostly provide solutions with adequate precision for the structural optimiz
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::847f2ac7f7a8ca82b190dc7a07d02c03
https://doi.org/10.5578/fmbd.66584
https://doi.org/10.5578/fmbd.66584
Autor:
Tolga Yilmaz, Hakan Ozbasaran
Publikováno v:
Journal of Constructional Steel Research. 143:119-130
Built-up tapered I-beams, which are mostly loaded so as to be under bending about their strong axis for the economical use of the structural material, are commonly used in wide span steel structures. Lateral-torsional buckling, excessive deflection a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::69c63e27d362bbc4bc14f25d37ec66b2
https://doi.org/10.1016/j.jcsr.2017.12.022
https://doi.org/10.1016/j.jcsr.2017.12.022
Autor:
Hakan Ozbasaran
Publikováno v:
Computers & Structures. 244:106428
Topology optimization of trusses is one of the most inviting topics in the structural optimization field. In search for the computational efficiency, researchers have implemented many algorithms for this problem. With the advent of metaheuristic algo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ed389174994aaca107ba2623ee8e33a
https://doi.org/10.1016/j.compstruc.2020.106428
https://doi.org/10.1016/j.compstruc.2020.106428
Publikováno v:
Thin-Walled Structures. 90:235-242
This paper presents an alternative design procedure for lateral–torsional buckling of cantilever I-beams which aims to simplify the calculation of critical loads and design moments. In the first part of the study, a closed-form equation is proposed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18fe934e662fe1d2395f13efd469d0b6
https://doi.org/10.1016/j.tws.2015.01.021
https://doi.org/10.1016/j.tws.2015.01.021
Publikováno v:
Engineering Failure Analysis. 35:713-717
Structures experience lateral deflections under earthquake loads. Magnitude of these lateral deflections is related to many variables such as structural system, mass of the structure and mechanical properties of the structural materials. Buildings sh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d282e496517bbe911b1e36e20fae719
https://doi.org/10.1016/j.engfailanal.2013.06.028
https://doi.org/10.1016/j.engfailanal.2013.06.028