Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Teoman Peköz"'
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
In general, industrial cold-formed steel pallet racks consist of upright frames and pallet beams. In the United States, typically, the upright frames are made welding the braces to the uprights. If the brace to upright joints are considered as rigid
Autor:
Teoman Peköz, Yongwook Kim
Publikováno v:
Thin-Walled Structures. 135:507-520
Commonly used aluminum and steel structural members often have cross-sections with tapered thickness. Buckling behavior of tapered thickness component elements subjected to compression is significantly different from that of uniform thickness element
Autor:
Teoman Peköz, Yongwook Kim
Publikováno v:
Thin-Walled Structures. 127:62-75
Aluminum structural members can be extruded to various cross-sectional shapes, including additional elements projecting out of flat flanges or webs. The additional elements contribute to flexural strength increase due to local buckling strength incre
Publikováno v:
Thin-Walled Structures. 163:107755
Thin-walled perforated singly symmetric open-section columns and braces are commonly used in industrial storage rack structures. They are difficult to analyze accurately because the shear center and centroid do not coincide and the complex buckling m
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 166:392-402
An investigation into the test method for distortional buckling of steel storage rack columns is presented. The main problem of the experimental method is to determine the length of the samples to be tested. The paper proposes to solve this problem b
Autor:
Teoman Peköz, Bettina Brune
Publikováno v:
Steel Construction. 6:82-94
This paper compares the design concepts for cold-formed steel members according to the European standard EN 1993-1-3 [22] and the Direct Strength Method (DSM) according to Appendix 1 of the AISI specification [3]. References to where the two approach
Publikováno v:
Journal of Structural Engineering. 139:669-679
The paper presents an attempt to predict the load carrying capacity of perforated rack columns by the direct strength method (DSM). The investigation is focused on two different issues: the prediction of the elastic buckling loads of members with mul
Autor:
Teoman Peköz, Yongwook Kim
Publikováno v:
Thin-Walled Structures. 48:857-865
A significant proportion of extruded aluminum sections have capacities beyond yield strength. In this study, the ultimate inelastic capacity is investigated for laterally supported aluminum flexural members symmetrical about bending axis. The topics
Publikováno v:
Journal of Structural Engineering. 132:212-226
The objective of this paper is to investigate the behavior, and provide recommendations on, the design of open cross-section thin-walled cold-formed steel members that employ complex stiffeners. Complex stiffeners are formed when the free edge of an
Autor:
Teoman Peköz, Mcm Monique Bakker
Publikováno v:
Thin-Walled Structures, 41(2-3), 179-188. Elsevier
The application of the finite element method to thin-walled structures often requires non-linear analysis. Whereas in linear finite element analyses errors are easily made, this is even more so in the non-linear analyses. This paper focuses on possib