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Design of Locally Slender Structural Steel Columns
Publisher: American Society of Civil Engineers
Abstract: The primary objective of this paper is to evaluate and compare design methods for locally slender steel columns. Three design methods utilized for such columns in the United States are explored: (1) the Q-factor method; ...
Behavior and Limit States of Long-Span Composite Floor Beams with Simple Shear Connections Subject to Compartment Fires: Experimental Evaluation
Publisher: ASCE
Abstract: This paper presents the results of compartment fire experiments on four 12.8-m-long composite floor beams with various end support conditions. Specimens were constructed as partially composite beams, consisting of W18×35 ...
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