Victor E. Saouma
Professor, Civil Engineering Department
University of Colorado at Boulder

Loading Rate Effects in Reinforced Concrete Columns – Dynamic Pushover tests on a 3 DOF System

Victor E. Saouma » Loading Rate Effects in Reinforced Concrete Columns – Dynamic Pushover tests on a 3 DOF System


Seismic loading rates can significantly affect the behavior of reinforced concrete (RC) elements, yet little data are available to quantify these effects. Shaking table tests allow the study of loading rate phenomenon, however they suffer from difficulties in assessing causality (direct assessment of causes on effects) and are expensive to conduct. An alternative is to test individual RC elements by directly imparting high-velocity loading protocols. However, multi-actuator setups are necessary to achieve seismically representative loading and boundary conditions, which entails particularly challenging control requirements. This investigation used recent advances in real-time testing hardware to study effects of loading rates on the structural response of lightly confined reinforced concrete columns. A pioneering test setup, in which three actuators are controlled independently at high velocities was used to test a series of columns until axial collapse.

Of particular interest is the response of non-ductile reinforced concrete columns subjected to earthquake excitation.

Related Work

To the best of our knowledge, there has not been any three degrees of freedom tests on reinforced concrete components reported in the literaute.

Columns tested are identical to the non-ductile ones in the shake table tests of Ghannoum (2007) at Berkeley.

Short Presentations

 Rate Effects This pdf file provides an exhaustive presentation of the tests (includes many video) (11 MB


Ghannoum, W., Saouma, V., Haussmann, G., Polkinghorne, K. and Eck, M.: 2010, Rate effects in reinforced concrete columns Submitted for publication.

Related Sites

Mercury software for hybrid simulation

Application of Mercury in the real time hybrid simulation of a 402 DOF nonlinear simulation of a reinforced concrete frame


Tests were made possible through the collaboration of Prof. W. Ghannoum (Univ. of Texas, Austin) who designed the pedestal, structural components, and helped interpret the results.

Control algorithm was written by Dr. Gary Haussmann, tests were run by Kent Polinghorne and Michael Eck. Prof. Saouma was overseeing the project. Funding was from the State of Colorado.

Picture of the team.