Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Song Hong Pham"'
Publikováno v:
Journal of Structural Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc22c8ce0d4869be71372532df31ef5c
https://doi.org/10.1061/jsendh.steng-11793
https://doi.org/10.1061/jsendh.steng-11793
Publikováno v:
Journal of Constructional Steel Research. 157:143-150
Shear behaviour of cold-formed steel beams with an aspect ratio (shear-span/web-depth) of 1.0 has been studied thoroughly, mainly using central point load tests. However, for beams with higher aspect ratios, the effect of bending causes a reduction o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87f3d4af493da1b49810e5f81cbbfb4b
https://doi.org/10.1016/j.jcsr.2019.02.018
https://doi.org/10.1016/j.jcsr.2019.02.018
Publikováno v:
Journal of Structural Engineering. 146
The enhanced shear strength of transversely stiffened shear panels compared to the strengths of the unstiffened has been well recognized in the Specification for Structural Steel Buildings ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3d20bb7370d16e9c8c03190d1cbfff6
https://doi.org/10.1061/(asce)st.1943-541x.0002706
https://doi.org/10.1061/(asce)st.1943-541x.0002706
Publikováno v:
Journal of Structural Engineering. 146
In the latest North American specification for the design of cold-formed steel (CFS) structural members and the Australian/New Zealand standard for cold-formed steel structures, an empirica...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e65ebc518620d5d9f88b272c4a92851
https://doi.org/10.1061/(asce)st.1943-541x.0002464
https://doi.org/10.1061/(asce)st.1943-541x.0002464
Publikováno v:
Journal of Constructional Steel Research. 149:141-152
Shear behaviour of cold-formed steel beams with an aspect ratio (shear span/web depth) of 1.0 has been studied thoroughly, mainly using central point load tests. However, for beams with longer aspect ratios, the effect of bending causes reduction of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51991170a9933a204e166ddb86257e0f
https://doi.org/10.1016/j.jcsr.2018.07.002
https://doi.org/10.1016/j.jcsr.2018.07.002
Akademický článek
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Akademický článek
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Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811508011
Cold-formed C-sections perforated with circular and square web openings in shear have been studied thoroughly. However, the web holes are likely to be elongated along the span length due to limited web depth to allow more access for building services
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccc082286f8bb5d8d28789a60cf0ea1d
https://doi.org/10.1007/978-981-15-0802-8_42
https://doi.org/10.1007/978-981-15-0802-8_42
Publikováno v:
Journal of Constructional Steel Research. 165:105889
Cold-formed steel channels with web openings in shear have been thoroughly investigated mainly with circular and square holes. However, web cut-outs are likely to be enlarged along the span length of members due to a limited web depth to provide more
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20ce06175e52523a428cf165d9dccf12
https://doi.org/10.1016/j.jcsr.2019.105889
https://doi.org/10.1016/j.jcsr.2019.105889