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(2)When does the "direct displacement" prohibition apply?
(1)Which U.S. workers are protected against "direct displacement"?
Schalk, A. M., Antansijevic, A., Caffrey, M. & Lavie, A. Experimental Data in Support of a Direct Displacement Mechanism for Type I/II L-Asparaginases.
In this study, a direct displacement design procedure for steel frames with buckling-restrained braces (BRBs) is presented.
Nonlinear regression analysis is then performed to obtain the function of CR with respect to the aforementioned parameters for quick and direct displacement evaluation.
As an approximate method in seismic design, direct displacement based design (DDBD) has been widely accepted in conjuction with the former method, force based design (FBD).
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The frames were designed using direct displacement-based design (DDBD) and traditional force-based design methods.
The numerical method used for this purpose is the direct, displacement-based boundary element method (BEM) with sub-structuring capabilities.
In this study, a new methodology for the direct displacement-based seismic control design of timber building structures with an idealized slip-hysteretic model is proposed.
In this paper a direct displacement-based design (DDBD) method for seismic design of steel frames equipped with dissipative braces is proposed.
Strain limit states for the onset of tube wall local buckling and fracture are developed, as is an expression for equivalent viscous damping for direct displacement-based design.
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