Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Tina Chui Huon Ting"'
Autor:
Aloysius Yoke Khing Ng, Yeong Huei Lee, Tina Chui Huon Ting, Cher Siang Tan, Shahrin Mohammad
Publikováno v:
Journal of Civil Engineering, Science and Technology. 13:59-68
The application of cold-formed steel sections has been extended from secondary members to primary structural members in recent years. This increases the use of gusset plate connections in cold-formed steel since it is a common connection used in stee
Autor:
Krishanu Roy, Hieng Ho Lau, Zhiyuan Fang, Rehan Masood, Tina Chui Huon Ting, James B.P. Lim, Vincent Chieng Chen Lee
Publikováno v:
Structures. 36:1080-1096
Publikováno v:
Structures. 29:235-253
In cold-formed steel (CFS) structures, the application of back-to-back built-up channel beams is increasing steadily. The increasing demand of CFS sections as a cost-effective design solution has led to the development of CFS built-up sections. These
Autor:
Tina Chui Huon Ting, Rayed Alyousef, Fahed Alrshoudi, Hisham Alabduljabbar, Abdulaziz Alaskar, Rehan Masood, Hieng Ho Lau, Krishanu Roy, James B.P. Lim
Publikováno v:
International Journal of Steel Structures. 21:408-429
This paper presents an experimental and finite element (FE) investigation into the local-overall buckling interaction behaviour of axially loaded cold-formed steel (CFS) channel section columns. Current design guidelines from the American Iron and St
Publikováno v:
Journal of Constructional Steel Research. 160:411-427
Built-up box sections are becoming increasingly popular for column members in cold-formed steel (CFS) construction; uses of such sections include CFS trusses, space frames, and portal frames. In this article, the built-up box sections are formed thro
Publikováno v:
Materials Science Forum. 969:819-827
A finite element model is described in this paper, which investigates the behavior of CFS built-up un-lipped channel sections, connected back to back with the help of intermediate web fasteners, subjected to axial load. Finite element package ABAQUS
Publikováno v:
Structures. 16:327-346
In cold-formed steel structures, such as trusses, wall frames and portal frames, the use of back-to-back built-up cold-formed steel channel sections are becoming increasingly popular. In such an arrangement, intermediate fasteners are required at dis
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Publikováno v:
Journal of Constructional Steel Research. 147:257-276
In cold-formed steel structures, such as trusses and portal frames, the use of back-to-back gapped built-up cold-formed steel channel-sections for column members are becoming increasingly popular. In such an arrangement, the lowest flexural buckling
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