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Extensions to the Mass Moment Substitution Method for Complete Shaking Force Balancing of Spatial Linkages

Volume 1A: 25th Biennial Mechanisms Conference, 1998
Abstract This paper aims at simplifying the derivation of conditions for complete shaking force balancing (CSFB) of spatial linkages. The formulation of conditions for CSFB of a spatial linkage is reduced to the mass moment substitution of binary links, ternary links, quaternary links, dyads and spatial serial open chains. The conditions
Xian-Wen Kong, Ting-Li Yang
openaire   +1 more source

Mass irregularity effect on seismic response of moment‐resisting steel frame by nonlinear time history analysis using force analogy method

Structural Design of Tall and Special Buildings, 2021
Sukumar Singh Ningthoukhongjam   +1 more
exaly  

Performance‐based optimum tuning of tuned mass dampers on steel moment frames for seismic applications using the endurance time method

Earthquake Engineering and Structural Dynamics, 2021
Majid Tavakolinia, Mohammad Ch Basim
exaly  

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