The research examines the yield mechanisms and failure modes encountered in the design of gusset plate connections. To achieve a more balanced design which better distributes yielding throughout the system, a design procedure that provides economical design and good seismic performance by balancing the...
Design and cyclic testing of a gusset plate connection for precast concrete buckling-restrained braced frames A design method for precast concrete buckling-restrained braced frames with traditional gusset plate connections has not yet been codified. In addition, ex... HD Kessler,KM Conway,LM Redmond...
3.2.d. Connections in Concentrically Braced Frames The relevant provisions of the AISC (1997) regarding design of gusset plate connections are summarized in the following Table 3.2 for discussion purposes. In actual design, the designer needs to use the AISC (1994), AISC (1997) and other ...
However, current seismic design provisions do not permit these practices in braced frame gusset plate connections. In this paper, the design methodology to balance the yield mechanisms and failure modes is presented with the objective of improving the seismic response of steel framing systems. ...
In both cases, achieving this ideal behavior requires compliant performance of the gusset plate connections used to connect the brace to the frame. A shortcoming of current seismic design provisions for braced frames is the design of the gusset plate connection. Current design provisions attempt to...
Behavior and design of gusset plate connections in compression A total of thirteen full-scale tests were conducted to investigate the compressive behavior and strength of gusset plate connections. The test parameters i... MCH Yam,JJR Cheng - 《Journal of Constructional Steel Research》 被引量: 100...
Engineering, Design of Tension Members, Bolted and Welded Connections, Design of Compression Members, Design of Flexural Members, Beams), Design of Industrial Truss and Gantry Girder, and many more. Practice theseDesign of Steel Structures MCQsto learn and enhance your skills on Design of Steel ...
The main focus is given to the post-buckling resistance of relatively slender gusset plate connections, cases which are commonly found in thin gusset plates in light-weighted structures, and also potentially, as driven by the recent development in steel manufacture industry, in high-strength steel ...
considered, the additional shear force due to second-order and plastic hinge formation can be calculated using Eq.22:(22)Vu=P′ult2δ′intL+11000+1500+θclearance≥0.004P′ultwhere θclearance is the additional initial rotation due possible clearance in the connections (gusset plate and ABT). ...
Lateral framing systems may consist of the floor girders and columns that support the gravity floor loads but with rigid connections. These enable the flexural members to serve the dual function of supporting floor loads and resisting lateral loads. Columns, in this case, are subject to...