Guidelines for the design of braced frames with semi-rigid connections
نویسندگان
چکیده
منابع مشابه
Nonlinear inelastic dynamic analysis of space steel frames with semi-rigid connections in urban buildings
Applied studies addressing semi-rigid connections have been limited. Scant information exists in regulations except little brief information. Therefore, this research analyzes the behavior of three-dimensional steel frames and semi-rigid connections based on beam-column method and non-linear dynamic analysis. Stability functions and geometric stiffness matrix were used to study the non-linear g...
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Geometry of eccentrically braced frames (EBFs) in some cases causes the connection of link beam to the column. The details of such conditions should be studied carefully due to the full plastic rotation in the link beam. In this research, the behavior of link-to-column connection is modeled and the failure modes are considered. Based on the previous researches shear link can exhibit better beha...
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ژورنال
عنوان ژورنال: Journal of Constructional Steel Research
سال: 1990
ISSN: 0143-974X
DOI: 10.1016/0143-974x(90)90033-d