Mass rig system for shaking table tests of slender columns |
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| Authors: | Pedro F Silva Arash Sangtarashha Rigoberto Burgueño |
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| Institution: | 1. Department of Civil and Environmental Engineering, George Washington University, Washington, DC, USA;2. Department of Civil and Environmental Engineering, Michigan State University, East Lansing, MI |
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| Abstract: | A new mass rig system is proposed to minimize the deficiencies in current shaking table testing setups. This is accomplished by placing the inertial mass on a convex path designed to impose P‐Delta demands on slender cantilever columns. The design and performance of the mass rig system, and the principles used in deriving the equations of motion and their analytical validation against results obtained from shaking table tests, are presented. Formulation of the governing equations of motion was based on Lagrangian mechanics and solved using an implicit linear acceleration method with an adaptive time step formulation. Friction developed in the sliding system was also incorporated in the equations of motion. Experimental results validated the accuracy in the derivation and solution of the equations of motion. Validated by analytical and experimental results, P‐Delta effects were found to increase the displacement demands on slender columns in the low‐frequency range of acceleration input, while in the high‐frequency range P‐Delta effects led to no increase and in some cases even a reduction in displacement demands. Copyright © 2015 John Wiley & Sons, Ltd. |
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| Keywords: | P‐Delta effects mass rig system shaking table tests adaptive time step slender members |
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