Zobrazeno 1 - 10
of 33
pro vyhledávání: '"W. Samuel Easterling"'
Publikováno v:
Journal of Civil Engineering and Management, Vol 21, Iss 6 (2015)
Eurocode 4 design provisions specify two methods for the design of composite slabs, namely the m-k and the partial shear connection (PSC) methods. Currently, the m-k method includes the concrete thickness and the shear span of the slab as variables w
Externí odkaz:
https://doaj.org/article/3b90bf098d734d6988994b2129381b66
Autor:
Nicholas E. Briggs, Raul E. Avellaneda‐Ramirez, Kyle Coleman, Benjamin W. Schafer, Matthew R. Eatherton, W. Samuel Easterling, Jerome F. Hajjar
Publikováno v:
ce/papers. 6:566-577
Autor:
Raul E. Avellaneda‐Ramirez, Matthew R. Eatherton, W. Samuel Easterling, Benjamin W. Schafer, Jerome F. Hajjar
Publikováno v:
ce/papers. 6:635-645
Publikováno v:
Journal of Structural Engineering. 146
This paper analyzes the ductility and overstrength of steel deck diaphragms and composite concrete on steel deck diaphragms and computes associated diaphragm design force-reduction factors,...
Publikováno v:
Journal of Civil Engineering and Management; Vol 21 No 6 (2015); 720-732
Journal of Civil Engineering and Management, Vol 21, Iss 6 (2015)
Journal of Civil Engineering and Management, Vol 21, Iss 6 (2015)
Eurocode 4 design provisions specify two methods for the design of composite slabs, namely the m-k and the partial shear connection (PSC) methods. Currently, the m-k method includes the concrete thickness and the shear span of the slab as variables w
A diaphragm is an assembly of planar structural elements interconnected to each other to provide in-plane bracing system and transmit in-plane forces. The diaphragm geometry, supporting frame, type of the panel profiles, the way the panels are attach
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9477fb4c009614a1d8a26b3a7dddac0f
https://hdl.handle.net/10576/21157
https://hdl.handle.net/10576/21157
Autor:
W. Samuel Easterling, Redzuan Abdullah
Publikováno v:
Journal of Constructional Steel Research. 65:891-899
A new method for modeling the horizontal shear bond in steel deck-concrete composite slabs is proposed. The method considers the slab slenderness as the strength parameter that affects the accuracy of horizontal shear bond modeling. A calculation pro
Autor:
W. Samuel Easterling, Redzuan Abdullah
Publikováno v:
Journal of Structural Engineering. 133:1268-1277
Composite slabs utilizing cold-formed profiled steel decks are commonly used for floor systems in steel framed buildings. The behavior and strength of composite slabs are normally controlled by the horizontal shear bond between the steel deck and the
Publikováno v:
Journal of Structural Engineering. 132:624-630
Cold-formed steel roof truss systems that use complex hat shape members for both top and bottom chord elements are a growing trend in the North America steel framing industry. When designing cold-formed steel sections, a structural engineer typically
Autor:
Onur Avci, W. Samuel Easterling
Publikováno v:
Journal of Structural Engineering. 130:697-707
Cold-formed steel deck profiles are extensively used in building construction due to their versatility and economy. Web crippling is one of the failure modes of these multiweb profiles. The provisions for web crippling contained in the 1996 AISI Spec